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HomeMy WebLinkAboutDrawingsI -A 1?emoinder of Lot 1A Now or Formerly H&S lnvestmet7t Lp Vol 4832, Pg, 212 4 ZONED. P 6.57' 1.740'55' .3_.46.1.9__ - — - — -- — -- — -- — -- — -- — -- A ............ . = - — -- — -- — -- — ----------..—...---------------_-_......-------- ,,+: J4�7 --- --- - L' 7 J at 3 12) . ..... .... . ........... 1EA=_ 1..,......-_._.___........._."__......... ,6. C) __ � � f n 411 --1 4 0 Y EXISTING TDC TO ".BE RED CERTIFIED FIRE SPRINKLEF ---- - - - ------ �m-­­ ------ -----­-------- - i Tree a L n,_ V 1-4f0g'i5- E 286. -,8' T� mn ------ T 0, < 5 J'154 _55 f ---------------- ---------- ------ ------------------------------------------------------- — --------------------- — ---- ........ - — ------- ----- — Lot JR Now or Former6e I-161le Properties LLC!Plat of Lots P17. Two Vol 8920, Pg. 167 bdivislon k 5ubdivision, ZONED.- C-1 ....Kren649 Vol, 1545, 8 DEMOLITION PLAN i It = 201 • NORTH Y MAP A4 DETECTABLE WARNING DETAIL DEMO ITION PLAN DATA CONTRACTOR SHALL REMOVE EXISTING WALK IN COOLER, FOUINDATI )INS, AND ASSOCIATED DRYi WET UTILITIES. F-2] SAW CUT AND REMOVE EXISTING SIDEWALKS AND RAMPS TO LIMITS SH �IOWN CI CONTRACTORS SHALL REMOVE ALL CONCRETE PAVEMENT, ASrHALT AND BASE COURSE DESIGNATED WITHIN PROJECT LIMITS. DISPOSAL , T NCLUDING ANY HAZARDOUS MATERIALS L ENCOUNTERED, SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL STATE, AND FEDERAL RULES AND REGULATIONS, 74 CONTRACTOR SHALL REMOVE EXISTING FENCE. 75 SAW CUT AND REMOVE EXISTING CURBS TO LIMITS SHOWN. 1 76 FOR ULMULITION OF COVERED AREA SEE ARCH, PLANS. 77 FOR DEMOLITION OF BUILDING SEE ARCH, PLANS. GC TO X-RAY BUILDING'� SLAB PRIOR TO DEMOLITION TO DETERMINE LOCATIONS OF POST TENSION CABLES, SEAL COAT OVER EXISTING ADA STRIPING AND SYMBOL 87 F9_1 SAW CUT EXISTING PAVEMENT TO LIMITS SHOWN. 10 EXISTING HANDICAP SIGN (TO REMAIN) EXISTING IDUMPSTER, FENCE, GATE AND BOLLARDS To BE F, REMOVED. ALL UTILITIES TO DUMBSTER SHALL BE CAPPED AND ABANDONED. ARCHITECTURE 1 ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 ISEAL: 4560 BELT LINE RD I SUITE 340 DDISON, TX 75001 1 PH 92,980,0002 FX 2.980.0006 V, XA ? VZEN.F SS", P'E m i2 a DEMO ITION NOTES CONSULTANT: 1. PRIOR TOCMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HISTCTIVITILES WITH ALL THE UTILITY COMPANIES SERVING THIS AREA. CONTRACTDR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION )F UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 2 THE CONTRAC-OR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL STRUCTURES AND BUILDINGS THAT IS So INDICATED INCLUDING FOUNDATIONS, TIMBER AND BRUSH, EXCEPT AS OTHERWISE INDICATED; STUMPS AND ROOTS; EXISTING PAVEME&M OTHER STRUCTURES AS SHOWN OR REASONABLY IMPLIED IN THE DRAWINGS. 3. WHERE PAVING OR STRUCTURES ARE TO BE REMOVED WHICH ABUT OR ARE A PART OF CONNECTED FACILITIES (THAT ARE OFF-SITE), RESTORATION OF ANY 'DAMAGE THAT MIGHT RESULT FROM DEMOLITION IS TO BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN 1EXISTING UNLESS SPECIFICALLY REVISIONS: EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTM'.TION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE NO, DATE REMARK 1 3 ALLOWED. 3 4/25/11 CITY CO ; VIMENTS 4. THE LOCATION OF ALL EXISTING UTILITIES, STORM DRAINAGE AND TREES 4 05/17/11 CITY COOMENTS SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION AND IS GIVEN THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY: FOR ACCURACY. PRIOR TO THE START OF DEMOLITION THE CONTRACTOR SHALL: VISIT THE SITE AND DETERMINE THE EXISTENCE & LOCATION OF ALL STRUCTURES, UTILITIES & TREES SHOWN OR NOT ON THE PLA S, WHICH WOULD NEED TO BE REMOVED OR PRESERVED. 5, THE CONTRACTOR SHALL REFERENCE: AND RESTORE PROPERTY CORNERS AND LAND MARKERS TION OF DIRE DISTURBED DURING CONSTRUCTION. (UNDER THE I EC A TEXAS REGI STER�,ED LAND SURVEYOR), � _ pA i � OWNER: MORRISON DANNY 8'. LINDA KAPUSNIAI( LEGAL: HERMAN F. KRENEK SIDEWALK (IF PRESENT) SUBDIVISION PHASE 11, LOT I APPLICANT: ALARA ES, INC. TENANT: ALARA SALES INC. z z 22997 RIDGEMOORESTATE CT. CONROE, TX 77385 CONTACT: AMIR HIRANI V? FRONT Uj CL EDGE OF LADSCAPE 0 SIDEWALK S AREA vs 1070 MAX C) 00 .00 0 000V 00 0 CURB 0 r a 5'-0* 6'-0" NOTE 1: NOTE 2: NOTE 3: RAMP SURFACE SHAL_ CONSTRUCT RAMP TO RAMP GREATER THAN A 6" COMPLY WITH TAS LEAST POSSIBLE' SLOPE RISE REQUIRES HANDRAILS, TREK SECTIONS .4.5 AND 417. (MAX, = 1;12). SEE DETAIL 3, THIS *CROSS SLOPE OF RAMP SHEET AND LANDING SHALL NOT a EXCEED 1:50, 2319 TEXAS AA. SOUTH FLARE RAMP Z \ NTS COLLEGE STATI N, TX 3000 PSI ',(MIN.) CONCRETE COPYRIGHT d 2011 NCTE: INTERPLAN LLC RESE , ES TYPE OG" EXPANSION JOINTS IN CURB & GUTTER COPYRIGHT & OTHER RIGHTS SHALL EEE SPACED AT A MAXIMUM DISTANCE OF 401 APART ANDRESTRICTING THESE D DCUMENTS AT ALL: RADIUS POINTS, P.T.'S AND P.C.'& TYPE *B" CONTRACTION JOINTS IN CURB & TO THE ORIGINAL SITE OR GUTTER SHALL BE SPACED AT A MAXIMUM PURPOSE FOR WHICF THEY WERE DISTANCE OF 10' APART. PREPARED, REPRODU71ONS, CHANGES OR ASSIGI` MENTS ARE 10 24 - PROHIBITED, V. -FOR C MPLIANC E 3' "A 1 ,� 1" 114*R-7 5" T t MY Z 4 Z011 V ,CO LEGE51A 3: 2- NGINEERIN 0 BARS 0 =5/4" X 18" SMOOTH EXPANSION DOWELS PROJECT NO: 002011.0058 TATICAL COINMITN'ED DATE: 3-1-11 CU11B & GUT' 1,11 SECTION 5u ST - 3 A c. MOUT ION I'M COMBINED CURB S TION CHECKED: NTS__ a 0 Lending 3 CL"V Detectable warning surface (Domes to run porollel to pedestrian travel) 4" Max and Usual 000000000 6 6L 00 00000000 Side flare &2 E 0000000 0 000000000 (Typical) - NA 0000L00000 M., IRV, M". 6* min Face of 10* Max curb TYPICt kL PLACEMEN'I'OF DETEM1BLE xfa WARINING SURFACE ON SLOPING RAMP RUN ISW2-01 DETECTABLE WARNING DETAIL DEMO ITION PLAN DATA CONTRACTOR SHALL REMOVE EXISTING WALK IN COOLER, FOUINDATI )INS, AND ASSOCIATED DRYi WET UTILITIES. F-2] SAW CUT AND REMOVE EXISTING SIDEWALKS AND RAMPS TO LIMITS SH �IOWN CI CONTRACTORS SHALL REMOVE ALL CONCRETE PAVEMENT, ASrHALT AND BASE COURSE DESIGNATED WITHIN PROJECT LIMITS. DISPOSAL , T NCLUDING ANY HAZARDOUS MATERIALS L ENCOUNTERED, SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL STATE, AND FEDERAL RULES AND REGULATIONS, 74 CONTRACTOR SHALL REMOVE EXISTING FENCE. 75 SAW CUT AND REMOVE EXISTING CURBS TO LIMITS SHOWN. 1 76 FOR ULMULITION OF COVERED AREA SEE ARCH, PLANS. 77 FOR DEMOLITION OF BUILDING SEE ARCH, PLANS. GC TO X-RAY BUILDING'� SLAB PRIOR TO DEMOLITION TO DETERMINE LOCATIONS OF POST TENSION CABLES, SEAL COAT OVER EXISTING ADA STRIPING AND SYMBOL 87 F9_1 SAW CUT EXISTING PAVEMENT TO LIMITS SHOWN. 10 EXISTING HANDICAP SIGN (TO REMAIN) EXISTING IDUMPSTER, FENCE, GATE AND BOLLARDS To BE F, REMOVED. ALL UTILITIES TO DUMBSTER SHALL BE CAPPED AND ABANDONED. ARCHITECTURE 1 ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 ISEAL: 4560 BELT LINE RD I SUITE 340 DDISON, TX 75001 1 PH 92,980,0002 FX 2.980.0006 V, XA ? VZEN.F SS", P'E m i2 a DEMO ITION NOTES CONSULTANT: 1. PRIOR TOCMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HISTCTIVITILES WITH ALL THE UTILITY COMPANIES SERVING THIS AREA. CONTRACTDR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION )F UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 2 THE CONTRAC-OR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL STRUCTURES AND BUILDINGS THAT IS So INDICATED INCLUDING FOUNDATIONS, TIMBER AND BRUSH, EXCEPT AS OTHERWISE INDICATED; STUMPS AND ROOTS; EXISTING PAVEME&M OTHER STRUCTURES AS SHOWN OR REASONABLY IMPLIED IN THE DRAWINGS. 3. WHERE PAVING OR STRUCTURES ARE TO BE REMOVED WHICH ABUT OR ARE A PART OF CONNECTED FACILITIES (THAT ARE OFF-SITE), RESTORATION OF ANY 'DAMAGE THAT MIGHT RESULT FROM DEMOLITION IS TO BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN 1EXISTING UNLESS SPECIFICALLY REVISIONS: EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTM'.TION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE NO, DATE REMARK 1 3 ALLOWED. 3 4/25/11 CITY CO ; VIMENTS 4. THE LOCATION OF ALL EXISTING UTILITIES, STORM DRAINAGE AND TREES 4 05/17/11 CITY COOMENTS SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION AND IS GIVEN THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY: FOR ACCURACY. PRIOR TO THE START OF DEMOLITION THE CONTRACTOR SHALL: VISIT THE SITE AND DETERMINE THE EXISTENCE & LOCATION OF ALL STRUCTURES, UTILITIES & TREES SHOWN OR NOT ON THE PLA S, WHICH WOULD NEED TO BE REMOVED OR PRESERVED. 5, THE CONTRACTOR SHALL REFERENCE: AND RESTORE PROPERTY CORNERS AND LAND MARKERS TION OF DIRE DISTURBED DURING CONSTRUCTION. (UNDER THE I EC A TEXAS REGI STER�,ED LAND SURVEYOR), � _ pA i � OWNER: MORRISON DANNY 8'. LINDA KAPUSNIAI( LEGAL: HERMAN F. KRENEK SIDEWALK (IF PRESENT) SUBDIVISION PHASE 11, LOT I APPLICANT: ALARA ES, INC. TENANT: ALARA SALES INC. z z 22997 RIDGEMOORESTATE CT. CONROE, TX 77385 CONTACT: AMIR HIRANI V? FRONT Uj CL EDGE OF LADSCAPE 0 SIDEWALK S AREA vs 1070 MAX C) 00 .00 0 000V 00 0 CURB 0 r a 5'-0* 6'-0" NOTE 1: NOTE 2: NOTE 3: RAMP SURFACE SHAL_ CONSTRUCT RAMP TO RAMP GREATER THAN A 6" COMPLY WITH TAS LEAST POSSIBLE' SLOPE RISE REQUIRES HANDRAILS, TREK SECTIONS .4.5 AND 417. (MAX, = 1;12). SEE DETAIL 3, THIS *CROSS SLOPE OF RAMP SHEET AND LANDING SHALL NOT a EXCEED 1:50, 2319 TEXAS AA. SOUTH FLARE RAMP Z \ NTS COLLEGE STATI N, TX 3000 PSI ',(MIN.) CONCRETE COPYRIGHT d 2011 NCTE: INTERPLAN LLC RESE , ES TYPE OG" EXPANSION JOINTS IN CURB & GUTTER COPYRIGHT & OTHER RIGHTS SHALL EEE SPACED AT A MAXIMUM DISTANCE OF 401 APART ANDRESTRICTING THESE D DCUMENTS AT ALL: RADIUS POINTS, P.T.'S AND P.C.'& TYPE *B" CONTRACTION JOINTS IN CURB & TO THE ORIGINAL SITE OR GUTTER SHALL BE SPACED AT A MAXIMUM PURPOSE FOR WHICF THEY WERE DISTANCE OF 10' APART. PREPARED, REPRODU71ONS, CHANGES OR ASSIGI` MENTS ARE 10 24 - PROHIBITED, V. -FOR C MPLIANC E 3' "A 1 ,� 1" 114*R-7 5" T t MY Z 4 Z011 V ,CO LEGE51A 3: 2- NGINEERIN 0 BARS 0 =5/4" X 18" SMOOTH EXPANSION DOWELS PROJECT NO: 002011.0058 TATICAL COINMITN'ED DATE: 3-1-11 CU11B & GUT' 1,11 SECTION 5u ST - 3 A c. MOUT ION I'M COMBINED CURB S TION CHECKED: NTS__ a ��Ul7�� NOTES / � \ ��U U �~ U�JK �U �~�� ^---� ��" " �� " ��� " ���� /-�-1 RESTR|PE ADA ACCESS AISLE AND ADA SYMBOL 'NO PARKING -FIRE LANE' SIGN (-�-� RELOCATED FIRE DEPARTMENT CONNECTION (FDC) CONCRETE PAVEMENT NOTES: ~~-~- 1. A LIGHT TO MEDIUM BROOM FINISH SHALL BE APPLIED TO ALL CONCRETE PAVEMENT. CURB AND GUTTER(a-) 2. A LIGHT BROOM FINISH SHALL BE APPLIED TO ALL SIDEWALKS. CONCRETE SIDEWALK NS `~�' 1. ALL DIMENSIONS ARE TO FACE OF CURB. /-�-1 CONCRETE PAVEMENT ' `�--^ (6" THICK, 3000 PS|\ 2. ALL RADII ARE TO FACE OF CURB AND ARE A 5RADIUS UNLESS OTHERWISE NOTED. HANDICAP FLARE RAMP 3. A LEVEL LANDING OF 5' X 5' MIN. WITH A NOT TO EXCEED 2.0% SLOPE �^�_�� IN ANY DIRECTION IS REQUIRED IN FRONT OF ALL DOORS. (-�-� EXISTING SIDEWALK (TO REk�A|N\ ~-~^-- ` ' 4. CONTRACTOR TO ENSURE THAT THE HANDICAP PARKING AREA DOES NOT NEW DUk8PSTER ENCLOSURE (SEE ARCH. PLANS) EXCEED 2.0% SLOPE IN ANY DlRECTl0N, OVERLAY ASPHALT IF NECESSARY TO -�� WAlNTAlN 20� MAXIMUM SLOPE. BIKE RACK - 4 SPACES � ' EXISTING FIRE HYDRANT 5. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE FLOW AWAY FROM ---- BUILDING AT A MINIMUM 2% SLOPE. YARD DRAINS TO BE INSTALLED IF DETECTABLE WARNING POSITIVE FLOW CANNOT BE OBTAINED. -- " L-�-� G C0NTRACTOR TO PR0TECT SITE FR0W EROS[ON WHEN ANY AREA l3 LEFT F|�E LANE - PA>NT CURB RED VV/4 VVH|TE LETTER!NC ' ~-~~� . ' " ' DISTURBED FOR MORE THAN 48 HOURS OR WHEN RAI WINDS ARE "FIRE LANE - NO PARKING - TOW AWAY ZONE" EVERY 12 'r""`"'`" FORECAST,CONTRACTOR SHALL PREVENT ANY EROSION CONTROL IN T SILT OR SEDIMENT FROM ,(SILT FENCE, WATTLES AND/OR) LE LEAVING �HE 11TE 0 PROTECTION 'SOCK. MAINTAIN UNTIL SITE IS STABILIZED EXISTING 8" SEWER MAIN EXISTING 8" WATER MAIN BUILDING SETBACK PHASE LI NE (TYP Am - EXISTING '-3i ill WIDE CONCRETE SIDEWALK vA ? / ��u ' | 6 i | 7 � | oy V �- �U' '~K 0�/ ' * � ' 5� GREATER THAN � LEVEL - � Jr CHANGE, OR � LEVEL CHANGE E SITEUl7�� �� �� ��K ��0»� .=."�~ " �� ~` ~ Z[�EZ� D-/ / n��~-Hefrnon �Vol. P� � | / � ' � ( / ! � [ / ! 1"��2O/ � ! / /\ . � /�` 1. ALL ROOF AND GENERAL NOTES: 8ROUND-W0UNT[D MECHANICAL EOUIP�[NT SHALL BE SCREENED FROM Y|BW OR ]SOU�ED 30 AS NOT TO BE Vl3[BLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' 0F THE SUBJECT LOT, MEASURED FROM 4 POINT FIVE FEET ABOVE CRADE, SUCH SCREENING SHALL BE COORDlNAT[D WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 2 EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNITED DEVELOPMENT 0RD}NANCE, THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. F\XTURE5 WILL BE MOUNTED IN SUCH A WANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT GROSS ANY PROPERTY LINE. 3. THIS LOT IS CONSIDERED A BUILDING PLOT FOR THE PURPOSE OF SIGNAGE, LANDSCAPING AND NON-RESIDENTIAL ARCHITECTURAL REQUIREMENTS. UTIL11Y NOTES: SITE IS NOT LOCATED IN A WATER OR SEWER IMPACT FEE AREA, ESTIMATED WATER/SEWER DEMAND: 15 GPM PEAK, 400 . GPD. EXISTING WATER AND SEWER SERVICES TO THE BUILDING SHALL REMAIN AS -IS. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION PER CITY ORD. 2394. I -__-'___-________________________________-_- === VE +� 9 ' � � . � � � - .�� '' /� / . � | 7 ' � SEE SEPARATE DETA FOR i " CHEVRONS SIGNAGE REQUIREMENTS EQUALLY SPACED PER AISLE7 | � WHITE - .NORTH � ' WHITE HANDICAP SYMBOL BUILDING CONSTRUCTION TYPE: TYPE V BUILDING IS SP INKLERED REQUIRED FIRE FLOW & HYDRANTS 1,000 GPM - 1 HYDRANT A4 � ARCHITECTURE ENiGINEERING INTERIOR DESIGN PROJECTAA 003420 1 CA 8660 4560 BELT LINE RD I SUITE 340 ADDISON, TX 75001 PH 972980,0002 FX 972-980,0006 REVISIONS: NO. DATE 1 4/17/11 TDLR , COMMENTS J 4/25/11 COY COMMENTS 4 @15/17/11 CITY 60MMENTS a 4" CONC.,WALK W1 6X6 WIAXW1.4: WWF TOOLED EDGES SCORE MARK 00 �^--5' 8' ' ''^'~L~E~ A3 INTERPLAN LLC RES 137 F[ SITE D TA 4" STRIPESEE PLANFICAC3 F[ SITE A �SITE OR 42,950 SF 0.986 AC REAR (NE) 44 T. IMPERVIOUS: BUILDING' 4,86", SF 11% OPEN SPACE (GREEN) 5,512 SF 13% PROPOSED j PAVEMENT/SlIDE"NALKS 201,753 SF "7' !MPEERVIOU � BUILDING 7, 11 89 SF 860% 117% OPEN SPACE (GREEN) 6,008 SF 14% NOTE: THERE IS AN OVEIRAI 1 DECREASE IN IMPERVIOUS SURFACE OF 496SF . T HERE RE THE STORMWATER RUNOFF RATE WILL Alt -SO DECREASE, THIS PROPERTY IS NOT LOCATED IN A 100 -YEAR FLOOD HAZARD AREA. PANEL 48041CO144C DATED JULY 2, 10,92. PARKIN SALES: 4,863 SF (EXISTING) = 19.5 NEEDED PARKING: 4,863,1250 SERVICE: 2.326 SF fADDITION) 1250 = 11.6 NEEDED OR:: 12 SPACES PARKING: 2,326 TOTAL PARKING REQUIRED 31 SPACES:: BUILDING S CK REQUIRED PROPOSED BUILDING CONSTRUCTION TYPE: TYPE V BUILDING IS SP INKLERED REQUIRED FIRE FLOW & HYDRANTS 1,000 GPM - 1 HYDRANT A4 � ARCHITECTURE ENiGINEERING INTERIOR DESIGN PROJECTAA 003420 1 CA 8660 4560 BELT LINE RD I SUITE 340 ADDISON, TX 75001 PH 972980,0002 FX 972-980,0006 REVISIONS: NO. DATE 1 4/17/11 TDLR , COMMENTS J 4/25/11 COY COMMENTS 4 @15/17/11 CITY 60MMENTS a 4" CONC.,WALK W1 6X6 WIAXW1.4: WWF TOOLED EDGES SCORE MARK 00 �^--5' 8' ' ''^'~L~E~ 011 INTERPLAN LLC RES 137 F[ S0[45 RIGHTS 4" STRIPESEE PLANFICAC3 F[ SIDE�SE) �SITE OR PURPOSE FOR WHICH 14 FT. (EXISTING) REAR (NE) 44 T. REAR (NE) SHALL BE LOCATED.. AT ALL C 0 N C R ETfm 13 +2!C3 WALK 1NTE_RS CTIONS, AT ALL DOOR 0 PENINGS AND AT 4,TolLo EX(STIN PROPOSED BUILDING HEIG 18'-3" 2O' -J" A PARKING SPACES IN PHASE 7 SPACES:: 7 SPACES/ 15 �'x 180 Sr- 84 SF REWIRED 414 LANDSCAPED ISLAND SO. FEET PROVI.-DED BUILDING CONSTRUCTION TYPE: TYPE V BUILDING IS SP INKLERED REQUIRED FIRE FLOW & HYDRANTS 1,000 GPM - 1 HYDRANT A4 � ARCHITECTURE ENiGINEERING INTERIOR DESIGN PROJECTAA 003420 1 CA 8660 4560 BELT LINE RD I SUITE 340 ADDISON, TX 75001 PH 972980,0002 FX 972-980,0006 REVISIONS: NO. DATE 1 4/17/11 TDLR , COMMENTS J 4/25/11 COY COMMENTS 4 @15/17/11 CITY 60MMENTS a 4" CONC.,WALK W1 6X6 WIAXW1.4: WWF TOOLED EDGES SCORE MARK 00 �^--5' 8' ' ''^'~L~E~ 011 INTERPLAN LLC RES SINGLE WHITENEW COPYRIGHT & OTHER RIGHTS 4" STRIPESEE PLANFICAC3 DOCUMENTS TO THE ORIGINAL �SITE OR PURPOSE FOR WHICH REQUIREDEXPANSION PREPARED, REPRODUCTIONS. JOINTS SHALL BE LOCATED.. AT ALL C 0 N C R ETfm 13 +2!C3 WALK 1NTE_RS CTIONS, AT ALL DOOR 0 PENINGS AND AT 4,TolLo A 90 NOT RF -10,01 --~7~^----� ----~� 8E SET 1/8' BELOW TOP OF «�LK. NOTE FINISHED GRADES OF PAVEMENT IN HC PARKING AND ACCESSIBILITY AISLE SHALL NOT EXCEED 1:50 SLOPE IN ANY DIRECTION. SCORE MARK /1'' DEPTH) SHALL BE 4' / ��������� ��A=��� SEE PLAN FOR STYLE OF HANDICAP RAMP | |�` ' | ` | ������0�������� B-���� | )ICAP S RIPING A3 NTSQ CO CRETE WALK: NAY 2; 4 7011 N NC 1. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 2. COLLECTOR STREETS WILL BE REQUIRED TO USE 8" PSI ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH, REINFORCEC CONCRETE (28 DAY STRENGTH -3500 J), VARIABLE R -O -W (SEE NOTE 1) MONOLITH C CURB SIDEWALK DETAIL SIDEWALK DETAIL (28 DAY STRENG TYPE "D" 0 NT I 3% SLOPE / } ! LIMIT OF | 2'L /-#4 BARS �� 18^ O.CE�� | | 8^ COMPACTEDSTABILIZED SUBG' (SB% STANDARD MEASUREMENT (MID SLAB) | ASTM D- AT A MOISTURE BETWEEN FOR ROADWAY ` ' 0 AND +4% OF OPTIMUM) EXCAVATION STABILIZATION, 2319 TEXAS AVE. SOUTH COLLEGE S�101\1, TX COPYRIGHT @ 011 INTERPLAN LLC RES )ERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL �SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS. OLLEGE PROJECT NO: 002011.0058 A3 TYPICAL STREET SEC.110N m CuuvCu�TE,FAvE, m�/'7' le �TERLAN /-^/-�yJ/�^ K8[�K]T ��[�T�\|| ����|���. r��VL|V|!�|�{ ��[!��|L_ « � FST4-05.-----j' �^~.~C,-~: ME 9 a � %,E: MAINTAIN 12' x 12' CLEAR GROUT CAP -----i ti- A4EA INSIDE DUMPSTER ENCLOSURE # 5 BARS @ 16" 2-1/2" x 2-1/2" x 4" F;6:C. 12" . ° a = CONT. '4 BAR (u.L./F.M.) WIT„ P ISHE a d a IN FILLED CELLS , CHROME PLATED BODY AND IN 8' CMU BOND ',,--SPLIT FACE CMU BLOCK •- BEAM (TYP). POLISHED CHROME TRIM, 4 ' . 4r PAINTED TO MATCH KNOX CAPS REQUIRED PER CITY a 4 Ews-SEE ARCHITECTURAL REQUIREMENTS. ( ---- ky- ' 4T ° SLOPE TO DRAIN TOt s PLANS 8" SPLIT -F ACE BLOCK SLEEVE WITH CHROMEPOLISHED SIGN ASCE �'� I ` 2" �. FRONT OF ENCLOSURE ° ! WALL (FILL ALTERNATE CELLS) I R� U R .' 4 Q a :4 4 a .. ; 4 :,. ! a # 5 BARS ;;« a :f,. `){ W c� 'f a 4 6„ CONCRETE `� v i ° 6 THK. CQNC v '';` 4,000 PSI MINIMUM f`y LDUMPSTER PAD #4 @ 18" E.W. ITa ° 4' r .;: 19 a EXPANSION JOINT Q a I i -j 13-1,'�iI 4 f-1 I --I I —I I i�l 11 III1T!-III1 �I i II I I_I i 1-11 IEI I I-1 I Fil 11I I I -I I I1 I I11i 1.-1 11=I I I[ I I1 I I_I I I-111III-1 11 LI -1 DUMPSTER ENCLOSURE DETAIL NTS (3) #5 BARS CONT, 12" COMPACTED SUBGRADE TO 98% DENSITY(3) #5 BARS CON, m ■ OPTIONAL POST POSITIONS 2p. PRINCIPLE POST POSITION _ CONSTRUCTION SITE FENCING MIN.2 STAKES PER BALE, 2"x2" STAKES (CANTED 20' TOWARD FLOW) - 1 1/2' TO 2' WIRE TIE IN GROUND Of f --- — Of FILTER FABRIC _' f BALE TIES SILT FLOW f ' SECTION POSTOPTIONS: 2" X 4" 2 1 /2' MIN. DIA. WOOD; STEEL 1,33 LBS/FT. MIN,) 6' MAX. FILTER FABRIC' co � z I 0 ;.) cit ao` ELEVATION FISILT FENCE 4 EROSION CONTROL DETAILS NTS ■ LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY COMPACTED ALONG UPSTREAM FACE OF BALES. C] BALES BACKED BY FENCE -r-- SILT FLOW f SECURELY BOUND BALES REQUIRED FOR DURABILITY LD I ED BY CODE. 1 1/S" GRADE --\I i 21t t,t, trI 7 I C series .QQ DESIGNATE 1 1,12 PARKING 2" C series I i ' THRUST BLOCK- ""' CHECK VALVE ? � 1 1/2" U.L./F.M. APPROVED I j L i 2" C series ..a,. 1 t t : t s 21/2" I I M �/(qtr...,..._........-•-L--_._....._.. i ! i NOTE: SIGN SHALL BE MOUNTED IN A CONSPICUOUS LOCATION BETWEEN 4-5 FEET ABOVE GRADE 2 FIRE DEPARTMENT CONNECTION NTS FIDE LAME SIGNAGE NTS UTL024.DWG ANCHOR BALES WITH 2 - 2" X 2" X 4' SIDEWALK STAKES PER BALE. DITCH DITCH i� CURB& GUTTER /i f•Iiltitll iii flit ANCHORING BALES F-41 COMPLETED INLET [DITCH BOTTOM INLET ° INLET GRADE LOOSE SOIL PLACED BY ILTER FABRIC SHOVEL AND LIGHTLY COMPACTED ALONG THE INLET STRUCTURE UPSTREAM EDGE OF BALES PEN FLOW ISE APRON CURB GUTTER CI PARTIAL INLET []EROSION CONTROL SOCK PIAN ELEVATION 3 BARRIERS FOR SLOPES - PROTECTION AROUND INLETS OR SIMILAR STRUCTURES iii ARC TECTURE ENGI EERING INTERIOR DESIGN PROJECT MANAGEMENT 003420 CA 8660 4560 B LT LINE RD SUITE 340 ADDISOI ' , TX 75001 PH 97 ,980,0002 FX 971'980,0006 SEA14CZ �k O rp.—r .✓; L 5 n f�.CA.��.F�.r^iY.'e (�a•-'f... � ' \ '.4 to p ROA T kl� NFU� P TEXAS RLG:..#10251 CONSULTANT: REVISIONS: NO, DATE REMARKS 4 05/17/11 CITY COMM OWNER: MORRISON DANNY & LINDA KAPUSNIAK LEGAL: HERMAN F. KRENEK SUBDIVISION PHASE 1, TI APPLICANT: ALARA SALES, INC. TENANT: ALARA SALES INC, j 22997 RIDGEMOOR E TATE CT. CONROE, TX 77385 CONTACT: AMIR HI TIREIVI 2319 TEXAS AVE. OU1 COLLEGE STATIO t TX f COPYRIGHT © 2011 INTERPLAN LLC RESERVES COPYRIGHT & OTHER R GHTS RESTRICTING THESE DO 1 UMENTS TO THE ORIGINAL SITE CR PURPOSE FOR WHICH TIIIEY WERE PREPARED. REPRODUC IONS, CHANGES OR ASSIGW,ENTS ARE PROHIBITED. PROJECT NO: 002011. 058 DATE: 3-1-11 4 c 3: /V anni ie DETAILS CHECKED: _ a 0 1 I . The General Contractor 15 responsible for removing all existing vegetation and leaving all landscape areas at four ■ inches below final grade. The Landscape Contractor will provide and spread a compacted four inch depth of a loamy POINTS PER PROJECT AREA: ir, 0 1 I . The General Contractor 15 responsible for removing all existing vegetation and leaving all landscape areas at four CO� inches below final grade. The Landscape Contractor will provide and spread a compacted four inch depth of a loamy POINTS PER PROJECT AREA: ir, it, t!"` 30 PorntS required for every 1,000 5f site area + 300 per 50 /f of frontage provide and install a six inch depth of planting mix to all planting beds crowning for proper drainage. (see 42,950 / I ,000 x 30 pts + 900 = Q? Ci CC G i 1 2. Install a 5 ounce, woven, needle -punched polypropylene fabric under all mulched areas - to include individual tree l O% dr5count for water savinq irrigation system rings. 3. A four inch depth of shredded hardwood mulch will be used as a topdre55ing for all planting beds tree rings. Revised Total: sHo 4. install 14g, green steel edging between all planting beds and turf areas. 4 5humard Reed Oak/ Quercus 5humardu 1 2 CODE G. Landscape Contractor shall make own plant quantity take -offs using drawings, 5pecification5, and plant schedule. Category Qty Points Subtotal !I Plant schedule requirements (I.e. 5pacing) dictate, unless otherwise directed by the Landscape Designer. Landscape Existing Tree 0 500 0 4G Contractor to verify bed measurements and install appropriate quantities a5 governed by the plant Spacing per the ■ Canopy Tree 4 150 GOO --- --awe— -- --- -FiW- � Under5tory Tree 4 40 1 GO f f-�—s�, 5 Gal Shrub 109 10 1090 notify the Landscape Designer in writing (via proper channels). Plants may be inspected and approved or refected on I Gal Shrub 52 1 52 i ga the job5ite by the Owner or Owner's Representative. (does not Include groundcover5 or perennral5) 8. Landscape Contractor 15 responsible for the landscape maintenance of this project for 90 days beyond final ,902 Pts. Provided acceptance of landscaping. Landscape maintenance to include WEEKLY site VI5It5 to mow turf areas, weed all mulched 50% required points must be Canopy Trees = Ln 01 CITY OF COLLEGE STATION GENERAL LANDSCAPE NOTES 1,1 5)oc�St�bdwr` J0(7 p/ r i 1 Scale: 1"=20' i concre+e Paverneni LANDSCAi'C CALCULAI IUN� I . The General Contractor 15 responsible for removing all existing vegetation and leaving all landscape areas at four CO� inches below final grade. The Landscape Contractor will provide and spread a compacted four inch depth of a loamy POINTS PER PROJECT AREA: QTY topsoil to all turf areas - bringing these areas to top of curb / final grade (compacted). The Landscape Contractor will 30 PorntS required for every 1,000 5f site area + 300 per 50 /f of frontage provide and install a six inch depth of planting mix to all planting beds crowning for proper drainage. (see 42,950 / I ,000 x 30 pts + 900 = 2, 1 89 Pts. Required specifications for more detailed instruction on turf area and planting bed preparation). / O% dl5count for Registered Landscape Architect 2. Install a 5 ounce, woven, needle -punched polypropylene fabric under all mulched areas - to include individual tree l O% dr5count for water savinq irrigation system rings. 3. A four inch depth of shredded hardwood mulch will be used as a topdre55ing for all planting beds tree rings. Revised Total: 1 ,751 Pts. Required 4. install 14g, green steel edging between all planting beds and turf areas. 4 5humard Reed Oak/ Quercus 5humardu 5. Hydromulch all disturbed areas outside of property Iimits (unless shown as sod). SHRUBS CODE G. Landscape Contractor shall make own plant quantity take -offs using drawings, 5pecification5, and plant schedule. Category Qty Points Subtotal CON, Plant schedule requirements (I.e. 5pacing) dictate, unless otherwise directed by the Landscape Designer. Landscape Existing Tree 0 500 0 4G Contractor to verify bed measurements and install appropriate quantities a5 governed by the plant Spacing per the ■ Canopy Tree 4 150 GOO Schedule. Ensure all minimum requirements of the permitting authority are met (i.e. minimum plant cluantitie5). Under5tory Tree 4 40 1 GO 42" o.c. 7. No substitutions of plant materials will be, allowed. If plants are not available, the Landscape Contractor shall 5 Gal Shrub 109 10 1090 notify the Landscape Designer in writing (via proper channels). Plants may be inspected and approved or refected on I Gal Shrub 52 1 52 i ga the job5ite by the Owner or Owner's Representative. (does not Include groundcover5 or perennral5) 8. Landscape Contractor 15 responsible for the landscape maintenance of this project for 90 days beyond final ,902 Pts. Provided acceptance of landscaping. Landscape maintenance to include WEEKLY site VI5It5 to mow turf areas, weed all mulched 50% required points must be Canopy Trees = 87G Pts. Required areas, prune shrubs and groundcover5, treat for insects and diseases, and monitor/adjust the irrigation system. 900 Pts. Provided 9. Should areas not be covered by an automatic irrigation system, Landscape Contractor 15 responsible for watering 30" o.c.; no points these areas and obtaining a full stand of gra55 at no additional cost to the Owner. To achieve acceptance, a full stand F5 7 of gra55 must reach a minimum height of 1 112 inches and there shall be, no bare areas larger than twelve square STKEETSCAPE: Tree per 25' linear frontage = 150 / 25 = G Trees Required inches. 10. All drainage (surface and subsurface) of all landscape areas within the project IImIt5 shall be the re5pon5ibility of G Trees Provided the Landscape Contractor. All grading of areas along all building areas must absolutely have po5it►ve 510pe away from - MG the building. in no case shall any planting bed be constructed along an edge of a building that will impede water flow 4 under5tory trees used for 2 canopy tree credlt5 i gal away from the building. If planting beds are located at the edges of the building, the Landscape Contractor shall make sure that these areas drain properly (surface and Subsurface). Contractor shall install moisture barrier along 10 Shrubs per 30 If of frontage = 50 Shrubs Required building a5 necessary to keep water from penetrating underneath building slab. 2 50 Shrubs Provided I I. See 5pecification5 and details for further requirements. 12. Contractor shall ensure full (100%) coverage of groundcover, decorative paving, decorative rock (not loose), or 20 Shrubs shown along private drive due to space /imltat�ons a perennial grass 15 required in parking lot Islands, 5waie5 and drainage areas, the parking lot setback, rights-of-way, MC and adjacent property disturbed during construction. Dwf, Wax Myrtle / Myrica pusilla 5 gal 13. Irrigation system must be protected by either a Pressure Vacuum Breaker, a Reduced Pressure Principle 15ack BUFFER: Plow Device, or a Double -Check Back Plow Device, and installed a5 per City Ordinance 2394. n/a 14. All Backflow devices must be m5talled and tested upon installation 015 per City Ordinance 2394. 20 Pink Dwarf Oleander / Nenum oleander 5 gal PLANT SCHEDULE 171 24" oc 24" oc PL 5G Purple Lantana / Lantana monteviden5i5 I g I@ 21 " oc no points 51 39 Black -Eyed 51.115an / Rudbeckia hirta fulgida i g (@ 21 " oc no points GROUND COVER5 CODE QTY COMMON NAME / BOTANICAL NAME CONT CD 2,022 sf Bermuda Gra55./ Cynodon dactylon `tif 419' sod 15" Tree • Exi5ting Tree - to remain Barn; -;rade Dat-'iI CAL 51ZE 1 .5"Cal 8, ht. 3"Cal 10-12 ` ht. ARCHIT CTURE ENGINEERING INTERIOR DESIGN P OJECT MAMA IEMENT AA' 003420 DA 8660 4560 BELT LINE RD SUITE 340 ADDISON, �X 75001 PH 97280.0002 FX 972. 80.0006 ■ CONSULTANT: COMPLIANCE MAR 24"7011 COLUtUE S !AfION DEVELOPMENTS E VICES 1 PLAT FILED: EVERGREEN DESIGN GROUP Landscape Designers & Consultants 9901 M-10 W. Ste 800 -San. Antonio, TX 78230 REVISIONS: N0. DATE REMARk INS 8/11 TI REM AX 2319 TEXAS A', E. SOUTH COLLEGE STA ION, TX COPYRIGHTO c 12011 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. LANDS( PLAN PROJECT NQ020 DATE: 3-1-11 LP1 CHECKED: iil��■ ■ 11.0058 ,�L E CO� TREES CODE QTY COMMON NAME / BOTANICAL NAME CMT 4 Crape Myrtle / Lager5troemia indica 'Watermelon Red' CO min. 3 trunks; total 1.5" caliper 5HO 4 5humard Reed Oak/ Quercus 5humardu CON, SHRUBS CODE QTY COMMON NAME I BOTANICAL NAME CON, GA 4G Glossy Abelia / Abelia grandiflora 5 g�l 42" o.c. OAC 13 Flame Acanthu5l Ani5acanthu5 quadrifidu5 var `wrightu` i ga 30" o.c. IS 9 Inland Sea Oats / Cha5manthium latifohum I ga 30" o.c.; no points F5 7 Pineapple Guava / FeUoa 5ellowiana 5 gal 48" o.c. - MG 39 Gulf Coast Muh1y / Muhlenbergia capiliaris 'Gulf Coast' i gal %ghldo° 30" o.c. WM 2 Wax Myrtle/ Myrica cenfera 5 c I a5 shown MC 34 Dwf, Wax Myrtle / Myrica pusilla 5 gal 30 o.c. OL 20 Pink Dwarf Oleander / Nenum oleander 5 gal 42" O.C. SHRUB AREAS CODE QTY COMMON NAME / BOTANICAL NAME CON' B5G 9G Berkeley Sedge / Carex divul5a i gal no points `tib i TSG 234 Texas Sedge I Carex texen5i5 i gad L i/✓%, no points 24" oc 24" oc PL 5G Purple Lantana / Lantana monteviden5i5 I g I@ 21 " oc no points 51 39 Black -Eyed 51.115an / Rudbeckia hirta fulgida i g (@ 21 " oc no points GROUND COVER5 CODE QTY COMMON NAME / BOTANICAL NAME CONT CD 2,022 sf Bermuda Gra55./ Cynodon dactylon `tif 419' sod 15" Tree • Exi5ting Tree - to remain Barn; -;rade Dat-'iI CAL 51ZE 1 .5"Cal 8, ht. 3"Cal 10-12 ` ht. ARCHIT CTURE ENGINEERING INTERIOR DESIGN P OJECT MAMA IEMENT AA' 003420 DA 8660 4560 BELT LINE RD SUITE 340 ADDISON, �X 75001 PH 97280.0002 FX 972. 80.0006 ■ CONSULTANT: COMPLIANCE MAR 24"7011 COLUtUE S !AfION DEVELOPMENTS E VICES 1 PLAT FILED: EVERGREEN DESIGN GROUP Landscape Designers & Consultants 9901 M-10 W. Ste 800 -San. Antonio, TX 78230 REVISIONS: N0. DATE REMARk INS 8/11 TI REM AX 2319 TEXAS A', E. SOUTH COLLEGE STA ION, TX COPYRIGHTO c 12011 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. LANDS( PLAN PROJECT NQ020 DATE: 3-1-11 LP1 CHECKED: iil��■ ■ 11.0058 ,�L E 0 v 0 ' 11 + I 77 1 I Ii I 1 I + ! 1 20 10 0 20 � II -8w8w- --- -- --- .�...aw_ - -$�y .� - - -aw- ___ _8W_-_ _._..ars---. -evt- Scale: 1"-20' 3. _ I I '' . zso��.z i O �. % (752!J75) (752/575) 111 �HS VALVE 5CH EDU LE NUMBER MODEL 51ZE TYPE WIRE P51 P51 @ POC GPM PRECIP I Rain Bird PGA I -1 /2" Bubbler 365.4 32.99 45.72 27.20 52.08 inch 2 Rain Bird XCZ- 150 -COM 1-1/211 Area for Driplme 339.7 43.50 58.43 31.49 0.9G inlh 3 Rain Bird PGA 1 -1 /2" Turf Spray 120.6 35.97 50.03 26.83 1.45 in/h 4 Rain Bird PGA 1 -1 /2" Turf Spray 114.1 32.40 41.5G 19.04 1.41 in/h 43.51 psi Common Wire 0.051251 Loss for Main Line: 307.0 Loss for POC to Valve Elevation: 0.00 psi Loss for Backflow: 6.41 psi CRITICAL AN ALY515 Generated: 201 1-05-03 09:55 P.O.C. NUMBER:0I Rain Bird 1806 15 Strip 5erie5 Water Source Information: Ref. Civil FLOW AVAILA131 F Rain Bird 1806 8 5eric5 MPR Water Meter Size: Turf Spray G" popup. Flow Available: 32.50 gpm PRE55URE AVAILABLE Turf Spray 6" popup. Static Pressure at POC: 60.00 psi Elevation Change: 0.00 ft Service Line Size: 1 114" Length of Service Line: 0.00 ft Pressure Available: GO.00 psi DE51GN ANALY515 Flood Bubbler 4" pop-up with check valve and pressure Maximum Station Flow: 3 1.49 gpm Flow Available at POC: 32.50 gpm Residual Flow Available: 1 .01 gpm Critical Station: 2 Design Pressure: 30.00 psi Loss Elev. high head to valve: 0.00 psi Pipe Loss Critical Head: 4.31 psi Loss Fitting Factor: 0.43 psi Lo55 through Valve: 8.76 psi Pressure Rea. at Critical Station: 43.51 psi Loss for Fittings: 0.051251 Loss for Main Line: 0.55 psi Loss for POC to Valve Elevation: 0.00 psi Loss for Backflow: 6.41 psi Loss for Water Meter: 5.9 1 psi Critical Station Pressure at PDC: 58.43 psi Pressure Available: 60.00 psi Residual Pressure Available: 1.57 psi IRRIGATION SCHEDULE SYMBOL MANUFACTURE9/MODEL/DE5CRIPTION ^ 6 * & a Rain Bird 1806 15 Strip 5erie5 EST LCS RCS CST SST Turf Spray G" popup. 0009 Rain Bird 1806 8 5eric5 MPR 0 T H F Turf Spray G" popup. 6000 Rain Bird 1806 10 Series MPR 0 T H F Turf Spray 6" popup. 4&000 Rain Bird 1806 12 Series MPR Q T H TT TO F Turf Spray G" popup. 6 &4&000 Rain Bird 1806 15 Series MPR Q T H 17 TO F Turf Spray G" popup. p Rain Bird 1300AF Flood Flood Bubbler 4" pop-up with check valve and pressure regulator, with a PA -80 adapter. SYMBOL MAN UFACTURER/MODEL/DE5CRIPTION P51 30 30 30 30 30 30 P51 GPM ARC 25 Rain Bird 5006 -PL -MPR 45 RADIUS 25' EVERGREEN DESIGN GROUP Landscape Designers & Consultants AA 9901 IH -10 W. Ste 800 San Antonio, TX 78230 www.evergreendesigWoup.net Ll I rERPLAIV,-_jjj' ARCHITECTURE ENGINIEERING INTERIOR '!,DESIGN H OJECT MANA EMENT AA 003420 CA 8660 4560 BELT! LINE RD SUITE 340 ADDISON, TX 75001 PH 972. 80.0002 FX 972. 80.0006 i CONSULTANT: IREVISIONS: N0. DATE REMARI 01 5/3/11 2319 TEXAS ,''VE. SOUTH COLLEGE STATION,, TX ■ COPYRIGHTQ c' 2011 INTERPLAN LLC'RESERVES COPYRIGHT & QTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL "ITE OR PURPOSE FOR N HICH THEY WERE PR,PARED. REPRODUCTION5, CHANGES OR ASSIGNMENTS ARE PROHIBITED. IRRIG TION PLAN PROJECT (M 0 0 • DATE: L11 CHECKED: ■ L Turf Rotor, G" pop-up with flow shut-off device, matched precipitation rotor, arc and radius as per symbol. 25 ft=red, 30 ft=green, 35ft=beige 5YMB0L MAN UFACTURER/MODEL/DE5CRIPTION Rain Bird XCZ- 150 -COM High flow control zone kit with 1-112" PE5B valve, two I " filters and two 40p5i pressure regulators. Rain Bird MDCFCAP Dripime Flush Valve cap in compre55ion fitting coupler. Rain Bird AR Valve Kit I " Air Relief Valve kit with G" drip valve box. Area to Receive Drirline Rain Bird XFD-06-18 landscape Drlpline with 0.606jph emitters at 18" o.c. Dripime laterals spaced at 18" apart, with emitters offset for triangular pattern. SYMBOL MAN UFACTUREf:/MODEL/DE5CRIPTION Rain Bird PGA Electric Remote Control Valve ______________- (� Rain Bird3RC 3/4" Quick Coupler Valve, one piece body �- Nibco T -580 -56 -R -66 -LL Bronze ball valve Shut Off Valve BF Febco 765 I" Pressure Vacuum Breaker - Ref C4 AWater Meter I" Per Civil - -- -- - Irrigation Lateral Line: PVC Class 200 5DR 21 Irrigation Mainline: PVC Schedule 40 Pipe Sleeve: PVC Schedule 40 Typical pipe sleeve for irrigatton pipe. Pipe sleeve size shall allow for irrigation piping and their related couplings to ea5ily Slide through Sleeving material. Extend sleeves 18 inches beyond edges of paving or construction. Valve Callout Valve Number r#T # Valve Flow #" Valve Size RADIUS 25' EVERGREEN DESIGN GROUP Landscape Designers & Consultants AA 9901 IH -10 W. Ste 800 San Antonio, TX 78230 www.evergreendesigWoup.net Ll I rERPLAIV,-_jjj' ARCHITECTURE ENGINIEERING INTERIOR '!,DESIGN H OJECT MANA EMENT AA 003420 CA 8660 4560 BELT! LINE RD SUITE 340 ADDISON, TX 75001 PH 972. 80.0002 FX 972. 80.0006 i CONSULTANT: IREVISIONS: N0. DATE REMARI 01 5/3/11 2319 TEXAS ,''VE. SOUTH COLLEGE STATION,, TX ■ COPYRIGHTQ c' 2011 INTERPLAN LLC'RESERVES COPYRIGHT & QTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL "ITE OR PURPOSE FOR N HICH THEY WERE PR,PARED. REPRODUCTION5, CHANGES OR ASSIGNMENTS ARE PROHIBITED. IRRIG TION PLAN PROJECT (M 0 0 • DATE: L11 CHECKED: ■ L IRRIG TION PLAN PROJECT (M 0 0 • DATE: L11 CHECKED: ■ L M M - M 0 : : a - ....... . ..... ....... ­­ . ...... -.1-1.1.1.11 ­............. ..... ... .....' ..... "..1.1 ........­:: ..... ....... ....... ....... ....... ...... ....... ....... � .... ­­­ 1� .... .... ­ I ...... .­­ ..... .. I—- ­­.. .. .... ....... .... ­ ....... ..... 1. ... .... . ...... I ... I., .. .... .... ­ --1 ... I . ..... -1 ..... .... 1. ...." I—- 1-147; .... ... -1-11.1 ... I., ..... .. ... I— --1 .1- .. ..... 1. .."­ ..... .1. . ..'. . . .­ ... . ...... 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I " I � I : I I I : t __ _­ .--- ___ -1 _­_ ­ __ -1 - _­ I— ­__.­­. _.... ­­ ....-1 . . .... ....... ....... . . ... � .... . ..... � .. ....... ..... . ­ -_-- I I . I - 1 I M _______________ ---------------------_'-•'---'--------------------------------------------------------- - , - . I I 1. - - I I I I I iLandrig .8 reand mmai I L , DEMOLITION PLAN V= 20, NORTH 31 N N - . _N_ 9 Oetectable warning suribee (Dornee to run parallel to pedestrian travel) 'I -r min \_ Face of IV Max curb TYPICAL PLACEMENT OF DETECT -ABLE WARNING SURFACE ON SLOPING RAMP RUN JSW2-01 3 ) DETECTABLE WARNING DETAIL - � - - - - - �_ ----- - , -1 - -, , / - - '_ I DEMOLITION rim I% 0 mimm%m- 1h PLAN DATA ; NFAWI%zi i CONTRACTOR M �: SHALL REMOVE EXISTING WALK IN COOLER, ARCHITECTURE i FOUNDATIONS, AND ASSOCIATED DRY/WET UTILITIES. ENGI EERING Efl SAW CUT D REMOVE EXISTING SIDEWALKS AND RAMPS TO INTERIOR : DESIGN LIMITS SHOWN. PROJECT MANAGIEMENT Fil i i i - CONTRACTORS! SHALL REMOVE ALL CONCRETE PAVEMENT, ASPHALT, AND BASE COURSE DESIGNATED WITHIN PROJECT A 003420 LIMITS, DISII'OSAL, INCLUDING ANY HAZARDOUS MATERIALS CA 8660 ENCOUNTERED, SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL RULES AND REGULATIONS. - F4] CONTRACTOR SHALL REMOVE EXISTING FENCE. 1 4560 BE ,T LINE RD 1 'SUITE 340 - F5] SAW CUT AND REMOVE EXISTING CURBS TO LIMITS SHOWN. I . ADDISOWTX i 75001 1 �i . PH 972,980,0002 1E FOR DEMOLITION OF COVERED AREA SEE ARCH. PLANS. FX 972,980,0006 aFOR DEMOLITION OF BUILDING SEE ARCH. PLANS. GC TO X-RAY S E A L,. st, t � �N �-'L%1_ t BUILDING SLAB PRIOR TO DEMOLITION TO DETERMINE $; ' ,,� co : I LOCATIONS -7. , OF POST TENSION CABLES. a*. .�.t ' *. Q0 : I � ' ~ a .... . . . II � . 1-81 SEAL COAT . � 0, .-,*. . $0.. F�# O" : . .. - . � . OVER EXISTING ADA STRIPING AND SYMBOL '# A��4.- *..".. . Y_ 1, . i : I Q; " *. .0 ' `..� tt? ?, ? A I SAW CUT EXISTING F9 I 4 �_.* .�' . 1 PAVEMENT TO LIMITS SHOWN. 4 .4 .1't:�-4 . in 4f V �.­' I .1 _�t I , i ' _A EXISTING HIDICAP H d , * ;=I SIGN (TO REMAIN) I . 1 '..' ` z;� -"�J 1 �3. 0 %o3 . .. '. I � H EXISTING DIMPSTER, I ??g-� _ - - • .. .1 .: ,� L-11 * '4't. .;4'. . I . I . FENCE, GATE AND BOLLARDS -1 0 BE I -e'.0j' �­' 4?�3 I', OW - REMOVED. ALL 'I 1 . UTILITIES TO DUMBSTER SHALL BE CAPPED AND N ftGtN � I P.E. 0 D.'. ABANDONED. � I �1: TIA.. EAG. - . . 251 .. � I . : .. 11 � .. : r : I I :: �: : 111". . � I• 1. PRIOR TO COI COORDINATE HIS Al AREA. CONTRACTOf EXACT LOCATION Of STRUCTURES AND E TIMBER AND BRUSI­ EXISTING PAVEMENT THE DRAWINGS. lENCEMENT OF DEMOLITION IVITIES WITH ALL THE UTILITY COMPANIES SERVING THIS IS -10 COORDINATE FULLY WITH UTILITY COMPANIES ON JNDERGROUND ES PRIOR TO EXCAVATION. IS TO COMPLETELY REMOVE AND DISPOSE OF ALL LDINGS THAT IS SO INDICATED INCLUDING FOUNDATIONS, EXCEPT AS OTHERWISE INDICATED: STUMPS AND ROOTS; OTHER STRUCTURES AS SHOWN OR REASONABLY IMPLIED IN 3. WHERE PAVING OR STRUCTURES ARE TO BE REMOVED WHICH ABUT OR ARE A PART OF CONNEC�ED FACILITIES (THAT ARE OFF-SITE), RESTORATION OF ANY DAMAGE __ RESULT FROM DEMOLITION IS TO BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING UNLESS SPECIFICALLY EXEMPTED 0;Y THE TLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE : ALLOWED. � 4. THE LOCATION OF ALL EXISTING UTILITIES, STORM DRAINAGE AND TREES SHOWN ON THE N DETERMINED FROM AVAILABLE INFORMATION AND I, GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. PRIOR TO THE START OF DEMOLITION THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE EXISTENCE & LOC ' UTILITIES &TREES SHOWN OR NOT ON THE PLANS, WHICH WOULD NEED TO BE REMOVED OR PRESERVED. 1 5. THE CONTRACTOR SHALL REFERENCE AND RESTORE PROPERTY CORNERS AND LAND MARKERS ED DURING CONSTRUCTION. (UNDER THE DIRECTION OF A TEXAS REGISTERED LAND SURVEYOR). = :5 i a. SIDEWALK (IF PRESENT) W . (n . a I CONSULTANT: REVISIONS: NO. DATE REMARKS 3 4/25/11 CITY COMM! -1 - q I - OWNER: . MORRISON DANNY & LINDA KAPUSNIAK LEGAL: HERMAN F. KRENEK 1� SUBDIVISION PHASE 1, LOT I APPLICANT: ALARA SALES, INC. TENANT: I ALARA SALES INC. � ; 22997 RIDGEMOOR ESTATE CT. a a = �'_ 1= 0 CONROE, TX 77385 ' 1 25 9 W 91 CONTACT: AMIR HIRAbIl - U-) � C4 0 be [L 0 K � at , Cq FRONT - W EDGE OF 1: 9L SIDEWALK to = LANDSCAPE 09 AREA W g ___ to ' i IVA 0 CURB * . . 1 5'-0" - I 1 6'-0" � , T. NOTE 1: NOTE 2. NOTE 3: RAMP SURFACE SHALL CONSTRUCT RAMP TO RAMP GREATER THAN A 6" COMPLY WITH TAS LEAST POSSIBLE SLOPE RISE REQUIRES HANDRAILS. SECTIONS 4.5 AND 4.7 (MAX. = 1:12). SEE DETAIL 3, THIS *CROSS SLOPE OF RAMP I SHEET AND LANDING SHALL NOT EXCEED 1:50. I FLARE � RAMP 3 NTS 3000 PSI (MIN.) CONCRETE I -8 WNNMNN��s � COPYRIGHT @ 2011 NO * INTERPLAN LLC RESER\ T ' 'Go" EXPANSION JOINTS IN CURB & GUTTER- COPYRIGHT & OTHER i c:RAl I I SHALL BE SPAM AT A MAXIMUM DISTANCE .OF RESTRICTING THESE DC 4W APART AND AT ALL RADIUS POINTS. P.T."S AND P.C.0 S. 'TYPE W AT JOINTS IN CURB & TO THE ORIGINAL SITE GUTMR SHALL BE SPACED AT A MAXIMUM PURPOSE FOR WHICH DIStANCE OF 1W APART. PREPARED. REPRODUC � 14 -24" ft CHANGES OR ASSIGN PROHIBITED. � OUT 2319 TEXAS AVE. ,- COLLEGE STATIO N,',', TX 0 = # BARS 0 =51e X 1$ - EXPANSION /3\ N3 2 CO NTS -a- if t I ST1 -071 INED CURB & GUTTER SECTION PROJECT NO: 002011 DATE: 3-1-11 C M ' DEMOLITION I CHECKED: a 00000MINNNE WERE IS, S ARE I ■ EROSION CONTROL (SILT FENCE, WATTLES AND/OR) INLET PROTECTION 'SOCK'. INSTALL UNTIL SITE IS STABILIZED SITE PLAN ill = 20' ■ ■ 0 NORTH 3 ■ GENERAL NOTES: 1, ALL ROOF AND GROUND—MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT—OF—WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE, SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE, 2. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNITED 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 GROSS ANY PROPERTY LINE. 3, THIS LOT IS CONSIDERED A BUILDING PLOT FOR THE PURPOSE OF SIGNAGE, LANDSCAPING AND NON—RESIDENTIAL ARCHITECTURAL REQUIREMENTS. UTILITY NOTES: SITE IS NOT LOCATED IN A WATER OR SEWER IMPACT FEE AREA. ESTIMATED WATER/SEWER DEMAND: 15 GPM PEAK, 400 GPD. EXISTING WATER AND SEWER SERVICES TO THE BUILDING SHALL REMAIN AS—IS. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION PER CITY ORD. 2394. I .U.E'. I � a I SEE SEPARATE DETAIL FOR (3) 6" WHITE CHEVRONS SIGNAGE REQUIREMENTS ! EQUALLY SPACED PER AISLE --I WHITE HANDICAP SYMBOL (3' OR 5' HIGH) SINGLE WHITE 4" STRIPE I-- 5' --•-1---- 9' -4 NOTE: FINISHED GRADES OF PAVEMENT IN HC PARKING AND ACCESSIBILITY AISLE SHALL NOT EXCEED 1:50 SLOPE IN ANY DIRECTION. SEE PLAN FOR STYLE OF HANDICAP RAMP 3 SITE DATA X IS11NG) SEAtc. . CO a ma COPYRIGHT c@ 2011 SITE NOTES 0,986 AC EXISTIIG AVEMENT/SIDEWALKS 32,575 SF CONCRETE PAVEMENT NOTES: IMPERVIOUS BUILDING 4,863 SF 1. A LIGHT TO MEDIUM BROOM i=INISH SHALL BE APPLIED TO ALL �) RESTRIPE ADA ACCESS AISLE AND ADA SYMBOL CONCRETE PAVEMENT, PROPOSED PAVEMENT/SIDEWALKS IMPERVIOUS � C-2 2. A LIGHT BROOM FINISH SHALL BE APPLIED TO ALL SIDEWALKS. BUILDING RELOCATED FIRE DEPARTMENT CONNECTION (FDC)QX-S_ 17% OPEN SPACE (GREEN) 2 1. ALI. DIMENSIONS ARE TO FACE OF CURB. C CURB AND GUTTER SURFACE OF 496SF. THEREFORE C-1 2, ALL RADII ARE TO FACE OF CURB AND ARE A 5' RADIUS UNLESS NOT LOCATED IN A 100 -YEAR FLOOD Z OTHERWISE NOTED. DATED JULY 2, 1992. CONCRETE SIDEWALK C- PARKING EXISTING PROPOSED CONSULTANT: 3, A LEVEL LANDING OF 5' X 5' MIN. WITH A NOT TO EXCEED 2,0% SLOPE ® CONCRETE PAVEMENT 3 6 THICK 0 PSI) 300 S - C � IN ANY DIRECTION IS REQUIRED IN FRONT OF ALL DOORS. 4. CONTRACTOR TO ENSURE THAT THE HANDICAP PARKING AREA DOES NOT EXCEED 2.0% SLOPE IN ANY DIRECTION. OVERLAY ASPHALT IF NECESSARY TO (�} 1 HANDICAP FLARE RAMP C-1 MAINTAIN 2.0% MAXIMUM SLOPE. 5. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE FLOW AWAY FROM ® EXISTING SIDEWALK (TO REMAIN) BUILDING AT A MINIMUM 2% SLOPE. YARD DRAINS TO BE INSTALLED IF NEW DUMPSTER ENCLOSURE (SEE ARCH. PLANS) POSITIVE FLOW CANNOT BE .OBTAIN .. BIKE RACK - 4 SPACES 6. CONTRACTOR TO PROTECT SITE FROM EROSION WHEN ANY AREA IS LEFT ® EXISTING FIRE HYDRANT DISTURBED FOR MORE THAN 48 HOURS OR WHEN RAIN/STRONG WINDS ARE FORECAST. CONTRACTOR SHALL PREVENT ANY SILT OR SEDIMENT FROM 3 DETECTABLE WARNING LEAVING THE SITE OR ENTERING THE STORM SEWER SYSTEM. C-1 FIRE LANE - PAINT CURES RED W/4" WHITE LETTERING Z� "FIRE LANE NO PARKING - TOW AWAY ZONE" EVERY 14' I ■ EROSION CONTROL (SILT FENCE, WATTLES AND/OR) INLET PROTECTION 'SOCK'. INSTALL UNTIL SITE IS STABILIZED SITE PLAN ill = 20' ■ ■ 0 NORTH 3 ■ GENERAL NOTES: 1, ALL ROOF AND GROUND—MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT—OF—WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE, SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE, 2. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNITED 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 GROSS ANY PROPERTY LINE. 3, THIS LOT IS CONSIDERED A BUILDING PLOT FOR THE PURPOSE OF SIGNAGE, LANDSCAPING AND NON—RESIDENTIAL ARCHITECTURAL REQUIREMENTS. UTILITY NOTES: SITE IS NOT LOCATED IN A WATER OR SEWER IMPACT FEE AREA. ESTIMATED WATER/SEWER DEMAND: 15 GPM PEAK, 400 GPD. EXISTING WATER AND SEWER SERVICES TO THE BUILDING SHALL REMAIN AS—IS. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION PER CITY ORD. 2394. I .U.E'. I � a I SEE SEPARATE DETAIL FOR (3) 6" WHITE CHEVRONS SIGNAGE REQUIREMENTS ! EQUALLY SPACED PER AISLE --I WHITE HANDICAP SYMBOL (3' OR 5' HIGH) SINGLE WHITE 4" STRIPE I-- 5' --•-1---- 9' -4 NOTE: FINISHED GRADES OF PAVEMENT IN HC PARKING AND ACCESSIBILITY AISLE SHALL NOT EXCEED 1:50 SLOPE IN ANY DIRECTION. SEE PLAN FOR STYLE OF HANDICAP RAMP 3 SITE DATA X IS11NG) SEAtc. . CO a ma COPYRIGHT c@ 2011 S T AR 42,950 SF 0,986 AC EXISTIIG AVEMENT/SIDEWALKS 32,575 SF 76% IMPERVIOUS BUILDING 4,863 SF 11% � 87% OPEN SPACE (GREEN) 5,512 SF 13% PROPOSED PAVEMENT/SIDEWALKS IMPERVIOUS � 29,753 SF 69% 86.0% BUILDING 7,189 SF 17% OPEN SPACE (GREEN) , 6,008 SF 14% NOTE: THERE IS Aft OVERALL DECREASE IN IMPERVIOUS SURFACE OF 496SF. THEREFORE THE STORMWATER RUNOFF RATE WILL ALSO DECREASE. THIS PROPERTY IS NOT LOCATED IN A 100 -YEAR FLOOD HAZARD AREA. PANEL 48041CO144C DATED JULY 2, 1992. ■-� PARKING EXISTING PROPOSED CONSULTANT: BUILDING HEIGHT 18'-3" 20'-3" lbffERP ARCH TECTURE ENGII PEERING INTERIOR DESIGN PROJECT MAN GEMENT 003420 CA 8660 4560 BELT LINE RD SUITE 340 ADDISO , TX 75001 PH 97.980.0002 FX 972,980.0006 SALES: 41 -SF I; X IS11NG) SEAtc. . CO a ma COPYRIGHT c@ 2011 PARKING: 4,863/25t, = 19.5 NEEDED pp •Y•� �.y, '(ADDITIONS SERVICE: 2,326 SF '°�'• I RESTRICTING THESE DOCUMENTS PARKING: 2, 326/20, = 11.6 NEEDED OR 12 SPACES •` % : '1 �` TOTAL PARKING REQUIRED = 31 SPACES PREPARED. REPRODUCTIONS, PROPOSED - 31 +,2 ADA = 33 SPACES:Y ARE BUILDING SETBACK 4 0 CfX RE UIRED PROPOSED ; m ,.•' �� � � .. a • � �"� FRONT (SW) 25 FT. 137 FT, (EXISTING) SIDE S) 7.5 FT. 45 FT. RO ��2TZ.�IE P.E. SIDE �NW 7.5 FT. 44 FT. (EXISTING) TEXAS REG. X1025 3 REAR 15 FT. REAR (NE) ■-� NNINNIN EXISTING PROPOSED CONSULTANT: BUILDING HEIGHT 18'-3" 20'-3" PARKING ISLAND FO MULA PARKING SPACES IN PHASE = 7 SPACES 7 SPACES/ 15 x 130 SF = 84 SF REQUIRED 414 LANDSCAPED (LAND 5Q. FEET PROVIDED BUILDING. �( J BUILDING CONSTRUCTION TYPE: TYPE VB BUILDING IS SPRINKILERED REQUIRED _FIRE FLOW & HYDRANTS 1,000 GPM - 1 HY RANT LEGEND -'Ira FLOW ARROW FIRE HYDRANT �-- FIRE DEPARTMENT CONNECTION (FDC) M MEET EXISTING GRADE NEW 4" CONC. WALK W/ 6X6 WI AXW1.4 WWF TOOLED EDGES SCORE MARK 00 uld Q =111=Ill=! i t=1 1 1 1 1 1=1 I I=11 I=1 11=1 NOTE: EXPANSION JOINS SHALL BE LOCATED AT ALL CONCRETE WALK INTERSECTIONS, AT ALL DOOR OPENINGS AND AT 12' O.C. MAXIMU A. EXPANSION BJOIN IOW1 TOP R WADED ASPHALT STRIP) SHALL BE SET / SCORE MARK (1" DEPTH) SHALL BE 4' (MAX.) O.C. m_./Ar o ! irllvv /,j \ NTS f 2 SON i M: It: WALK "MISC004.DWG ■ NOTES: 1. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 2. COLLECTOR ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH, REINFORCED VARIABLE R—O—W (SEE NOTE 1) WILL BE REQUIRED TO USE 8" ETE (28 DAY STRENGTH -3500 PSI). I c VARIABLE B/C TO B/C (SEE N TE 1) '--- } MONOLITHIC dUR$ SEE 5' CONCRETE 6" REINFORCED CONCRETE [ I SIDEWALK DETAIL (28 DAY STRENGTH =3500 PSI j /-- TYPE "r JOINT LIMIT OF -� 2'! _ L#4 BARS @ 18" 0,C.E,W MEASUREMENT (MID SLAB) FOR ROADWAY EXCAVATION & STABILIZATION. A SEE 4' CONCRETE SIDEWALK DETAIL 6" COMPACTED STABILIZED SUBGRADE (98% STANDARD ASTM D 698 AT A MQISTURE CONTENT BETWEEN 0 AND i457. OF '',OPTIMUM) /3\ TYPICAL STREET S C@3::C0jN:C:,P=AVEMENT CONC�ETEFAY&IIENT ■ ON NTS PVTO19.DWG ST4-05 NTS REVISIONS: NO, DATE REMARKS 1 4/12/11 TDLR CON 3 4/25/11 CITY COME I t OWNER: MORRISON DANNY & NDA KAPUSNIAK LEGAL: HERMAN F. KRENEK SUBDIVISION PHASE 1, LOT 1 APPLICANT, ALARA SALES, INC. TENANT: ALARA SALES INC. 22997 RIDGEMOOR ESTATE CT. CONROE, TX 77385 CONTACT: AMIR HIRA141 2319 TEXAS AVE. SOU1 COLLEGE STATION, TX r ■ COPYRIGHT c@ 2011 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITER PURPOSE FOR WHICH HEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNIVIENTS ARE PROHIBITED. PROJECT NO: 002011.0058 DATE: 3-1-11 j �I I C SITE PLAN CHECKED: ■MEMNON ■ ■ H ■ 71uC4 ,f{ ''r''.y ,'rc`4'.,;iieSu?7•';?t j ;IkY it i I is% j-- -- - --- ---- -- --.-- - -- - - - ---�._�-- --- - - - --- - -- -- r I �' ` 1 - ' ��V �'r{" C% � - Ill L� ; ✓ Di I'�iCYl �. ��. SHO � j l C:o'icreie i -.J,c? nenty E � LP 20 10 0 I-- - - --- - - - - - -- -'� Scale: 1 =20 /1 Yi- s PLANT 5Ch EDU LE 5HRUB5 i O 0 0 51 -IR 113 AREA5 5HO 4 COMMON NAME/ BOTANICAL NAME CAL SIZE Crape Myrtle / Lacgerstroemia indica 'Watermelon Red' CONT. 1 5"Cal 8' ht. min. 3 trunks; total 1.5" caliper ' § C , Wax Myrtle/ Myrica cerifera 5 gal t min. 5' ht. ' 5humard Red Oak/ Quercus shumardu CONT. `°3"Ca14{ } 10- 12' ht. CODE QTY COMMON NAME/ BOTANICAL NAME CONT LANDSCAPE CALCULATIONS 1. The General Contractor 15 re5pon51ble for removing all existing vegetation and leaving all landscape areas at four GA 4G Glossy Abella / Abelia grandiflora 5 gall 30 Points required for every /, 000.5f 5ite area + 300 per 50 /f of frontage ::. 42,950 / 1,000 x 30 pts + 900 = 2,189 Pts. Required 5peclflcatlon5 for more detailed instruction on turf area and planting bed preparation). 42" o•c. 2. In5tall a 5 ounce, woven, needle -punched polypropylene fabric under all mulched areas - to Include Individual tree I � �• AC 13 flame Acanthus 1 Anisacanthus auadrifidu5 var `wrightii' i - .. .. 1. __.__._. G. Landscape Contractor Shall make own plant quantity take -offs U51nrj drawing5, 5peclflcatlon5, and plant schedule. Category Qty Points 5ubtotal Plant schedule requlrement5 (i.e. 5paclnej) dictate, unle55 otherW15e directed by the Land5cape De51gner. Landscape 5 Ex15tlncj Tree 0,JJ" 500 0 '` EX15TING TREE BARRICADE PER 15 9 Inland Sea Oats J Cha5manthium latifolium 7. No 5ub5titutlon5 of plant materla15 will be allowed. If plants are not available, the LanC150apC Contractor 5hall COLLEGE STATION 5TANDARD5 notify the Land5cape De5lgner in writing (via proper channels): Plant5 may be Inspected and approved or rejected on a i Gal 5hrub 106 I I OG the j01251te by the Owner or Owner'5 Representative. 1PEP, '- 8. Landscape Contractor 15 re5pon51ble for the landscape maintenance of thl5 project for 90 days beyond final I ,75G Pts. Provided acceptance of Iand5caping. Landscape maintenance to Include WEEKLY 51te v151t5 to mow turf area5, weed all mulched i 7 4, hu ` 5 gal -'r igr,';�pholi neva , �r,i - - � mche5. I - i MG 39 Gulf Coast Muhly/ Muh(enbergia capillari5 'Gulf Coast` I gal 4 under5tory trees used for 2 canopy tree credits away from the building. If planting beds are located at the edges of the building, the Landscape Contractor 5hall make sure that these areas drain properly (surface and subsurface). Contractor shall Install m015ture barrier along rt, !PI 50 5hrub5 Provided I I . See 5peclficatlon5 and deta115 for further reg,uirement5. 2. Contractor 5hall en5ure full (100%) coverage of groundcover, decorative paving, decorative rock (not loo5e), or 20 Shrubs shown a/ong private drive due to space /�mitatrons a perennial grass 15 required In parking lot I5land5, 5wale5 and drainage areas, the parking lot setback, rlcjht5-of-way, and adjacent property d15turbed during construction. MC 34 DwF. )Wax Myrtle 1 Myrica pu5illa �� 3 ga I 3G Scale: 1 =20 /1 Yi- s PLANT 5Ch EDU LE 5HRUB5 i O 0 0 51 -IR 113 AREA5 5HO 4 COMMON NAME/ BOTANICAL NAME CAL SIZE Crape Myrtle / Lacgerstroemia indica 'Watermelon Red' CONT. 1 5"Cal 8' ht. min. 3 trunks; total 1.5" caliper ' § C , Wax Myrtle/ Myrica cerifera 5 gal t min. 5' ht. ' 5humard Red Oak/ Quercus shumardu CONT. `°3"Ca14{ } 10- 12' ht. CODE QTY COMMON NAME/ BOTANICAL NAME CONT LANDSCAPE CALCULATIONS 1. The General Contractor 15 re5pon51ble for removing all existing vegetation and leaving all landscape areas at four GA 4G Glossy Abella / Abelia grandiflora 5 gall 30 Points required for every /, 000.5f 5ite area + 300 per 50 /f of frontage provide and In5tall a 51X inch depth of planting mix to all planting beds - crowning for proper drainage. (see 42,950 / 1,000 x 30 pts + 900 = 2,189 Pts. Required 5peclflcatlon5 for more detailed instruction on turf area and planting bed preparation). 42" o•c. 2. In5tall a 5 ounce, woven, needle -punched polypropylene fabric under all mulched areas - to Include Individual tree l0% discount for water 5avinq irrigation system ring5. AC 13 flame Acanthus 1 Anisacanthus auadrifidu5 var `wrightii' I gal 5. hydromulch all d15turbed areas outside of property limits (unle55 Shown a5 sod). G. Landscape Contractor Shall make own plant quantity take -offs U51nrj drawing5, 5peclflcatlon5, and plant schedule. Category Qty Points 5ubtotal Plant schedule requlrement5 (i.e. 5paclnej) dictate, unle55 otherW15e directed by the Land5cape De51gner. Landscape 5 Ex15tlncj Tree 0,JJ" 500 0 '` Contractor to verify bed mea5urement5 and in5tall appropriate quantltle5 a5 governed by the plant 5pacing per the 15 9 Inland Sea Oats J Cha5manthium latifolium 7. No 5ub5titutlon5 of plant materla15 will be allowed. If plants are not available, the LanC150apC Contractor 5hall ' notify the Land5cape De5lgner in writing (via proper channels): Plant5 may be Inspected and approved or rejected on a i Gal 5hrub 106 I I OG the j01251te by the Owner or Owner'5 Representative. (does not include groundcovers or perenmals) w 8. Landscape Contractor 15 re5pon51ble for the landscape maintenance of thl5 project for 90 days beyond final I ,75G Pts. Provided acceptance of Iand5caping. Landscape maintenance to Include WEEKLY 51te v151t5 to mow turf area5, weed all mulched >'5 7 Pineapple `Guava' / FeUoa sellowiana 5 gal T of grass must reach a minimum height of 1 112 Inches and there shall be no bare areas larger than twelve square 48" o.c. _ mche5. I Tree per 25' linear frontage = 150 / 25 = G Trees Required - i MG 39 Gulf Coast Muhly/ Muh(enbergia capillari5 'Gulf Coast` I gal 4 under5tory trees used for 2 canopy tree credits away from the building. If planting beds are located at the edges of the building, the Landscape Contractor 5hall make sure that these areas drain properly (surface and subsurface). Contractor shall Install m015ture barrier along 30' O.C. building a5 necessary to keep water from penetrating underneath building 51ab. 50 5hrub5 Provided I I . See 5peclficatlon5 and deta115 for further reg,uirement5. 2. Contractor 5hall en5ure full (100%) coverage of groundcover, decorative paving, decorative rock (not loo5e), or 20 Shrubs shown a/ong private drive due to space /�mitatrons a perennial grass 15 required In parking lot I5land5, 5wale5 and drainage areas, the parking lot setback, rlcjht5-of-way, and adjacent property d15turbed during construction. MC 34 DwF. )Wax Myrtle 1 Myrica pu5illa �� 3 ga I 3G n. OL 20 Pink Dwarf Oleander 1 Neruwm oleander I gal 42" O.C. n �n CODE QTY COMMON NAME/ BOTANICAL NAME CON 9 R t ter, 55G 9G Berkeley Sedge 1 Carex divul5a I gal 9 24" oc ' r T5G 234- Texas Sedge / Carex texen5is I gal 24" oc h l I i PL 5G Purple Lantana / Lantana monteviden515 I gal 21 " oc BI 41 Black -Eyed Susan / Rudbeckia hirta fulgida I gal 21 " oc GROUND COVER5 CODE QTY COMMON NAME /BOTANICAL NAME CON E'r`g CD 2,022 sf Bermuda Grass / Cynodon dactylon `tif 419' sod Paverm nt 1 15" Tree _ • Exi5ting Tree - to remain f e' BUFFER: n/n E� arricacie, ©etai t. 0 0 ■ EVERGREEN DESIGN GROUP Landscape Designers & Consultants 9901 1H-10 W. Ste 800 San Antonio, IX 78230 www.evergreendesigngroup.net INTERPL/ANIS ARCHIT ACTURE ENGIN EKING INTERIOR IbESIGN P OJECT MANAGEMENT AA 003420 A 8660 4560 BELT LINE RD SUITE 340 ADDISON, T 75001 PH 972.9 0.0002 FX 972.980.0006 .0 CONSULTANT: REVISIONS: N0. DATE REMAR TIREMIX ■ NJ 2319 TEXAS AV . SOUTH COLLEGE STATION, TX I COPYRIGHTO c011 INTERPLAN LLC RIFSERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPIRED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. LANDSC PLAN PROJECT NQ0201" DATE: 3-1-11 7 LPI 'J CHECKED: � GENERAL LANDSCAPE NOTES CITY OF COLLEGE STATION LANDSCAPE CALCULATIONS 1. The General Contractor 15 re5pon51ble for removing all existing vegetation and leaving all landscape areas at four mche5 below final grade. The Land5cape Contractor will provide and spread a compacted four Inch depth of a loamy POINTS PER PROJECT AREA: top5011 to all turf areas - brin6jing these areas to top of curb / final grade (compacted). The Landscape Contractor will 30 Points required for every /, 000.5f 5ite area + 300 per 50 /f of frontage provide and In5tall a 51X inch depth of planting mix to all planting beds - crowning for proper drainage. (see 42,950 / 1,000 x 30 pts + 900 = 2,189 Pts. Required 5peclflcatlon5 for more detailed instruction on turf area and planting bed preparation). / 0% discount for Registered Landscape Architect 2. In5tall a 5 ounce, woven, needle -punched polypropylene fabric under all mulched areas - to Include Individual tree l0% discount for water 5avinq irrigation system ring5. 3. A four Inch depth of shredded hardwood mulch will be used a5 a topdre55ing for all planting beds tree rings. Revised Total: 1 ,75 1 Pts. Required 4. Install 14g, green 5teel edging between all planting beds and turf area5. 5. hydromulch all d15turbed areas outside of property limits (unle55 Shown a5 sod). G. Landscape Contractor Shall make own plant quantity take -offs U51nrj drawing5, 5peclflcatlon5, and plant schedule. Category Qty Points 5ubtotal Plant schedule requlrement5 (i.e. 5paclnej) dictate, unle55 otherW15e directed by the Land5cape De51gner. Landscape 5 Ex15tlncj Tree 0,JJ" 500 0 '` Contractor to verify bed mea5urement5 and in5tall appropriate quantltle5 a5 governed by the plant 5pacing per the Canopy Tree 6 150 900 (Incl 2 exist.) Q :F s 5chedule. Ensure all minimum re uirements of the ermittin authority are met (i.e. minimum plant uantitie5). a p 9 Y p q .� � Under5tory Tree 4 s 40 1 GO _ 7. No 5ub5titutlon5 of plant materla15 will be allowed. If plants are not available, the LanC150apC Contractor 5hall 5 Gal 5hrub 5 10 590 notify the Land5cape De5lgner in writing (via proper channels): Plant5 may be Inspected and approved or rejected on a i Gal 5hrub 106 I I OG the j01251te by the Owner or Owner'5 Representative. (does not include groundcovers or perenmals) w 8. Landscape Contractor 15 re5pon51ble for the landscape maintenance of thl5 project for 90 days beyond final I ,75G Pts. Provided acceptance of Iand5caping. Landscape maintenance to Include WEEKLY 51te v151t5 to mow turf area5, weed all mulched 50% required olnts must be Canopy Trees = �f f ,, ''' 87G PtS. Required $ . q p py areas, prune shrubs and groundcover5, treat for In5ect5 and d15ea5e5, and monitor/adjust the Irrigation system. 900 Pts. Provided ' , `,'Y' y 9. Should areas not be covered by an automatic Irrigation system, Land5cape Contractor 15 re5pon5lble for watering these areas and obtaining a full stand of grass at no additional cost to the Owner. To achieve acceptance, a full stand of grass must reach a minimum height of 1 112 Inches and there shall be no bare areas larger than twelve square 5TR.EET5CAPE: mche5. I Tree per 25' linear frontage = 150 / 25 = G Trees Required 10. All drainage (surface and subsurface) of all land5cape areas within the project limits 5hall be the responsibility of G Trees Provided the Landscape Contractor. All grading of areas along all building areas must absolutely have p056VC Slope away from the building. In no case 5hall any planting bed be constructed along an edge of a building that will Impede water flow 4 under5tory trees used for 2 canopy tree credits away from the building. If planting beds are located at the edges of the building, the Landscape Contractor 5hall make sure that these areas drain properly (surface and subsurface). Contractor shall Install m015ture barrier along 10 5hrub5 per 30 If of frontage = 50 5hrub5 Required building a5 necessary to keep water from penetrating underneath building 51ab. 50 5hrub5 Provided I I . See 5peclficatlon5 and deta115 for further reg,uirement5. 2. Contractor 5hall en5ure full (100%) coverage of groundcover, decorative paving, decorative rock (not loo5e), or 20 Shrubs shown a/ong private drive due to space /�mitatrons a perennial grass 15 required In parking lot I5land5, 5wale5 and drainage areas, the parking lot setback, rlcjht5-of-way, and adjacent property d15turbed during construction. BUFFER: n/n E� arricacie, ©etai t. 0 0 ■ EVERGREEN DESIGN GROUP Landscape Designers & Consultants 9901 1H-10 W. Ste 800 San Antonio, IX 78230 www.evergreendesigngroup.net INTERPL/ANIS ARCHIT ACTURE ENGIN EKING INTERIOR IbESIGN P OJECT MANAGEMENT AA 003420 A 8660 4560 BELT LINE RD SUITE 340 ADDISON, T 75001 PH 972.9 0.0002 FX 972.980.0006 .0 CONSULTANT: REVISIONS: N0. DATE REMAR TIREMIX ■ NJ 2319 TEXAS AV . SOUTH COLLEGE STATION, TX I COPYRIGHTO c011 INTERPLAN LLC RIFSERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPIRED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. LANDSC PLAN PROJECT NQ0201" DATE: 3-1-11 7 LPI 'J CHECKED: � 171 ■ ■ ■ ■ IRRIGATION SCH EDU LE y (( I SYMBOL MANUFACTURER/MODEUDESCRIPTION P51 ! ( 4 6 & & 6 Rain Bird 1806 15 Strip Series 30 Turf Spray G popup.. i ` & 8 io Q Rain Bird i 80G 8 Series MPR Y p 30 ' I Turf Spray G" popup. p• 20 10 0 20 Q T H F p p 8W- -- -8W---- _._-_ew- --8ui----8w---- -S -$W- - -aw1-- -- -BW- .-_ -SAY_.-._. - _.._..8W_._-_ _-aw--"-`" -8W- _._..gay- -8W--- -8�1- -8W- - i (P o* a Rain Bird i 80G 10 Series MPR 30 �... - -~ •. „ (! Scale: 1"=20' Q T H F Turf Spray G" popup. --s N_- - - - ----11 _ 28.0' 7i.2' 1 Y in Bird I - - , �! I_ - - - - - �-. - _._._ __._ - - - .�. f14, -4�' - - - - - 6 6���* �rf Spray 6'OI'OPpSerieS MPR 30 'U.E(75.4/475) (752/575)H® Rain Bird 1806 15 Series MPR 30 00 Q T H TT TO F Turf Spray G" popup. �) ++ i I (+ • \` p O[ ( O Rain Bird i 300AF Flood 30 Cr o� i I ( , : ;. v o Flood Bubbler 4" pop-up with check valve and pressure I I I (( c:: i regulator, with a PA -80 adapter. 3/4u\1 `may 1 NOTE (� i SYMBOL MANUFACTURER/MODEUDE5CR PTION _ ii _ LOCATION OF IRRIGATION .` ��_ PSI GPM F METER AND BACKFLOW (, v y- `{ M � �' � - ,-. ''-�,`11 � ARC _ _ PREVENTORARE ( ( O • • i:UI`•llf`JC = C'-1 I i �4 DIAGRAMMATIC FOR 4v C ( ( I I \ 25 Rain Bird 5006 -PL -MPR 15 G pop-up with flow shut-off device, matched - I I I t f v, � � i ( BF REFERENCECiVILFOR j i! CLARITY PURPOSES. Turf Rotor, ACTUAL LOCATIONS. • • [C ® I I precipitation rotor, arc and radius as per symbol. 25 i (j CIONTRO1LER t 3/4" I I , ft=red, 30 ft=green, 35ft=beige 0.956 Acres NOTE Z3 i I UUi` Of % VIFFM L ION4 I I ° I 00 , ! ( i • • Q / REP ESENTATIVEPR R I 6 I SYMBOL MANUFACTURER/MODEUDE5CRIPTION TO STALLATION. { I - - - - - - - - _- - -_ - - Rain Bird XCZ- 150 -COM __._ ___j , � • 1 VAC POWER TO I I I �I 1•• I ( f i C NTROLLER LOCA -n N 1 1 ii „ i 2-2-- -' - - - - -'" -- -` - -' -- - - -j I � - � til h flow control zone kit with ! -1 /2 FE55 valve, two I S AlL BE PROVIDED Y g O ERS. HOOK-UP O I filters and two 40p5i pressure regulators. R AC HALLE PERFORMED BY THE LANDSCAPE 1 E Q Ram Bird MDCFCAP Z � .I (; I 1 ❑ _ CONTRACTOR. STATION X61 I ( ( 419 ( ' RUN ORDER SHALL ! Dripline Flush Valve cap in compression fitting coupler. x ! I / • • • • MATCH PLANS. Rain Bird AR Valve Kit tz t* 439i " Air Relief Valve kit with G" drip valve box. Iii„----- - - - - - - - ---------------- i Area to Receive Dripline Rain Bird XFD-OG-18 ,� P Landscape Dripline with O.GOgph emitters at 18" o.c. (b : I' 2 31.5 i z c Dripline laterals spaced at 18 apart, with emitters offset for (b (I 1%•, triangular pattern. 1' J j 1495 6„ 5YMBOL MANUFACTUR,FR/MODEL/DESCRIPTION Rain Bird PGA Electric Remote Control Valve tI --- -�-- _ - -- 1 1144 _ 3 �- - ❑ Rain Bird 3RC =84 = - - s - - -- 3/4" Quick Coupler Valve, one piece boil li _ 1 �-� 2V � Nibco T -580 -5G -R GG -LL 26.83 ! i 4 16.0 Bronze ball valve Shut Off Valve 1� 1/ Y2° BF Febco 7G5 I" � j __1 _ Pressure Vacuum Breaker - Ref C4 I,i i II MI Water Meter I" i i �i -'v.--- -- --17--- - -- -- -- ----�(---- - -- _ _ "`--- Per Civil Irrigation Lateral Line: PVC Class 200 5DR 21 i ! Irrigation Mainline: PVC Schedule 40 VALVE SCHEDULE NUMBER MODEL SIZE TYPE WIRE P51 P51 @ POC GPM PRECIP I Rain Bird PGA I -I/2" Bubbler 365.4 32.99 45.72 27.20 52.08 irVh 2 Rain Bird XCZ-150-COM 1-1 /2" Area for Dripline 339.7 43.50 58.43 31,49 0.96 in/h 3 Rain Bird PGA 1-1 /2" Turf Spray 120.G 35.97 50.03 26.83 1.45 irVh 4 Rain Bird PGA 1-1 /2" Turf Spray 114.1 32.40 41.5G I G.04 1.41 irVh 0.05 psi Common Wire 0.55 psi Loss for POC to Valve Elevation: 307.0 Loss for Backflow: 8.41 psi Loss for Water Meter: 5.9 1 psi CRITICAL ANALYSIS Generated: 2011-05-03 09:55 P.O.C. NUMBER:01 Water Source Information: Ref. Civil FLOW AVAILABLE Water Meter Size: I " ■ Flow Available: 32.50 spm PRESSURE AVAILABLE Static Pressure at POC: 60.00 psi Elevation Change: 0.00 ft Service Line Size: 1 1/4" Length of Service Line: 0.00 ft Pressure Available: 60.00 psi DESIGN ANALYSIS Maximum Station Flow: 3 1.49 spm Flow Available at POC: 32.50 qpm Residual Flow Available: 1 .01 spm Critical Station: 2 Design Pressure: 30.00 psi Loss Elev. high head to valve: 0.00 psi Pipe Loss Critical Head, 4.31 psi Loss Fitting Factor: 0.43 psi Loss through Valve: 8.7G psi Pressure Reel. at Critical Station: 43.51 psi Loss for Fittings: 0.05 psi Loss for Main Line: 0.55 psi Loss for POC to Valve Elevation: 0.00 p51 Loss for Backflow: 8.41 psi Loss for Water Meter: 5.9 1 psi Critical Station Pressure at POC: 58.43 psi Pressure Available: 60.00 psi Residual Pressure Available: 1.57 psi Pipe Sleeve: PVC Schedule 40 Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall allow for irrigation piping and their related couplings to easily slide through sleeving material. Extend sleeves 18 inches beyond edges of paving or construction. Valve Callout Valve Number # # = Valve Flow #" Valve Size 1 ADIU5 EVERGREEN DESIGN GROUP Landscape Designers & Consultants 9901 1H-10 W. Ste 800 San Antonio, TX 78230 www.evergreendesigngroup.net 7 - ii i 1 1 � 1. 41 IL ■ 1 ARCHITECTURE ENGINEERING N TERIOR DESIGN P OJECT MANAGEMENT AA 003420 A 8660 4560 BELT LINE RD S ITE 340 ADDISON, T 75001 PH 972.9 B 0.0002 FX 972.9.0.0006 ' CONSULTANT: IREVISIONS: N0. DATE REMARKS X1 2319 TEXAS AVE. SOUTH COLLEGE STATION , TX COPYRIGHTO c 20 i1 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTIN THESE DOCUMENTS TO THE ORIGINAL SITE R PURPOSE FOR WHIC THEY WERE PREPARED. REPRODUCTIONS, C ANGES OR ASSIGNMENTS AE PROHIBITED. IRRIGATION PLAN PROJECT N(M02011.c058 DATE: 3-1-11 L11 CHECKED: ■ n F1 Q.: ECTURE La"dscape LAND5CAPE CALCULATIONS B'Arricade Deitail I . 'The General Contractor 15 re5pon5lble for removing all existing vegetation and leaving all landscape ROJECT C' D A compacted four Inch depth of a loamy top5011 to all turf areas - bringing these areas to top of curb / �30 Points regvired for every 1,000 3f 3ite area + 3 O per 50 /f of frontage final grade (compacted). The Landscape Contractor will provide and Install a 51x Inch depth of planting 42,950 / ,000 pts + 900 = 2, 189 Pts. Required mix to all planting beds - crowning for proper drainage. (see 5peciflcatlon5 for more detailed / O% discount for Registered Landscape Architect �; .instruction on turf area and planting bed preparation). l 07 discount for water Saving irrigation system - a 2. Install a 5 ounce, woven, needle -punched polypropylene fabric under all mulched areas - to Include � v individual tree rings. C' .J.ti S rQ / 'V 1 ,75 1 Pts. Kec[uired 3. A four inch depth of shredded hardwood mulch will be used a5 a topdrC551ncj for all planting beds tree ring5. __- - - - Category Qty PolntS Subtotal �----� -- -- " - - u, Exi5tincj Tree 2 500 1000 Ir � � 5. Hydromulch all disturbed areas outside of property limits (unless shown as sod). c, G. Landscape Contractor shall make own plant quantity take -offs using drawings, 5pecification5, and Under5tory Tree 4 40 1 GO ■ SHO 2 13 V GENERAL LAND5CAPE NOTES Block r .C k 54.ibd ` 'rlO•r;r�p'�J` 4/2, A/oly O/' rormerley i;'�,L� /nvestn�enf Lp PLANT SCN EDU LE TREES CODE QTY COMMON NAME/ 50TANICAL NAME CONT CAL SIZE CMT 4 Crape Myrtle 1 Lagerstraemia indica 'Watermelon Red' CONT. 1 .5"Cal 8' ht. — — — -- — min. 3 trunks; total 1.5" caliper 20 5HO 4 5humard Red Oak / Quercus 5humardn CONT. 3"Cal 10-12' ht. Scale: 1"=20' 5HRU135 CODE QTY % COMMON NAME/ BOTANICAL NAME CONT 1" 59.F9 GA 46Glo55y Abelia / Abelia grandiflora 5 gal 42 0. C. 30 15 9 t/ Inland Sea Oats / Cha5manthwm latifolium I gal 11 o.c. V 175 7 Pineapple Guava 1 Fei�oa 5ellowrana 5 gal ` / 4511o.c. x= MG 39 v Gulf Coast Muhly / Muhlenbergia capillaris 'Gulf Coast' 1 gal 'omm 30" O.G. MC 35 Dw Wax Myrtle / Myrica pu5illa 3 gal �U " o.c. OL 20 Pink Dwarf Oleander / Nerium oleander I gal 42" o.c. i ,}�/) 0 5G 10 Autumn Sage (Red) J 5alvia greggn I gal /? SHRUB AREAS CODE QTY COMMON NAME I BOTANICAL NAME CON �I 55G 96 135G / Carex drvu15a I gal@ 24" oc T5G 215 Texas edg ! Carex texensis I gal@ 24" oc .D i PL 41 urple ntana /Lantana montevidengis I gal 21" oc C j, O 1 A c re.S 0-u OT L Z BI 41 Black -Eyed Susan / Rudbeckia hlrta fuloda I gal@ 2111 oc y),:0 GROUND COVERS CODE QTY COMMON NAME J BOTANICAL NAME CONT CD 2,040 sf Bermuda Grass / Cynodon'dactylon 'tif 419' sod 15" Tree Pre o Existing Tree - to remain ent F Q a .r CITY OF COLLEGE STATION ECTURE La"dscape LAND5CAPE CALCULATIONS B'Arricade Deitail I . 'The General Contractor 15 re5pon5lble for removing all existing vegetation and leaving all landscape ROJECT areas at four inches below final grade. The Landscape Contractor will provide and Spread a POINTS PER PROJECT AREA: A compacted four Inch depth of a loamy top5011 to all turf areas - bringing these areas to top of curb / �30 Points regvired for every 1,000 3f 3ite area + 3 O per 50 /f of frontage final grade (compacted). The Landscape Contractor will provide and Install a 51x Inch depth of planting 42,950 / ,000 pts + 900 = 2, 189 Pts. Required mix to all planting beds - crowning for proper drainage. (see 5peciflcatlon5 for more detailed / O% discount for Registered Landscape Architect �; .instruction on turf area and planting bed preparation). l 07 discount for water Saving irrigation system - a 2. Install a 5 ounce, woven, needle -punched polypropylene fabric under all mulched areas - to Include c individual tree rings. Revised Total: / 'V 1 ,75 1 Pts. Kec[uired 3. A four inch depth of shredded hardwood mulch will be used a5 a topdrC551ncj for all planting beds tree ring5. __- - - - Category Qty PolntS Subtotal �----� -- -- " - - - `�. -t 1n and turf areas. 4-. Install `14 `-reen steel ed In between all lant beds 9� 9 9 g p 9 ` Exi5tincj Tree 2 500 1000 Ir � � 5. Hydromulch all disturbed areas outside of property limits (unless shown as sod). Canopy Tree 4 150 GOO G. Landscape Contractor shall make own plant quantity take -offs using drawings, 5pecification5, and Under5tory Tree 4 40 1 GO plant Schedule. Plant Schedule requirements (I.e. spacing) dictate, unless otherw15e directed by the 5 Gal Shrub 53 10 530 Landscape Designer. Landscape Contractor to verify bed mea5urement5 and install appropriate I Gal Shrub I IG I I IG quantities a5 governed by the plant 5pacing per the schedule. Ensure all minimum requirements of the 2,406 Pts. Provided permitting authority are met (i.e. minimum plant quantitie5). be Canopy Trees Pts. Required 7. No 5ub5titution5 of plant materials will be allowed. If plants are not available, the Landscape 50% required points must = N//87G Contractor shall notify the Landscape Designer in writing (via proper channels). Plants may be I ,GOO Pts. Provided inspected and approved or rejected on the job5ite by the Owner or Owner's Representative. 8. Landscape Contractor 15 re5pon51ble for the landscape maintenance of this project for 90 days - beyond final acceptance of landscaping. Landscape maintenance to include WEEKLY site v151t5 to mow 5TREET5CAPE: l turf areas, weed all mulched areas, prune 5hrub5 and groundcover5, treat for m5ect5 and di5ea5e5, I Tree per 25' linear frontage = 150 / 25 = �% G Trees Required and monitor/adjust the irrigation System. G Trees Provided _ 9, Should areas not be covered by an automatic irrigation 5y5tem, Landscape Contractor 15 4 understory trees used for 2 canopy tree credits responsible for watering these areas and obtaining a full Stand of grass at no additional cost to the / Owner. To achieve acceptance, a full stand of cgra55 must reach a minimum height of 1 112 inches and 10 5hrub5 per 30 If of frontage = � 50 5hrub5 Required there shall be no bare areas larger than twelve Square inches. 50 5hrub5 Provided 10. All drainage (surface and subsurface) of all landscape areas within the project Omits Shall be the re5pon5lbillty of the Landscape Contractor. All grading of areas along all building areas MU5t 20 Shrubs shown along private drive due to space limitations absolutely have p051tive slope away from the building. In no case Shall any planting bed be constructed along an edge of a building that will impede water flow away from the building. If planting beds are located at the edges of the building, the Landscape Contractor shall make sure that these BUFFER: areas drain properly (surface and subsurface). Contractor Shall install moisture barrier along building n/a a5 necessary to keep water from penetrating underneath building slab. 1 1. 5ee 5pecification5 and details for further requirements. F 0 .3 c. a-- q srD vDuhdCDV EVERGREEN DESIGN GROUP Landscape Designers & Consultants 9901 IH -10 W. Ste 800 San Antonio, TX 78230 www.evergreendesigngroup.net R ARCHI ECTURE La"dscape B'Arricade Deitail DESIGN ROJECT MAMA EMENT A 003420 CA 8660 4560 BEL' LINE RD iUITE 340 _ TX 75001 PH 972 - a FX 97Z980.0006 c F1i6tiLY C�iW.EN„yp�riC'�",l�Yk x.is5ti'1&[�} — IXR 1C 5fW94 M W -PL 11'c- � � = E � I1 �/� fN181Ad, flt';iveMLL¢drSi.Sit'Hn3n Gi'} MK; Ir � � - .3 c. a-- q srD vDuhdCDV EVERGREEN DESIGN GROUP Landscape Designers & Consultants 9901 IH -10 W. Ste 800 San Antonio, TX 78230 www.evergreendesigngroup.net R ARCHI ECTURE ENGINEERING INTERIOR DESIGN ROJECT MAMA EMENT A 003420 CA 8660 4560 BEL' LINE RD iUITE 340 ADDISON, TX 75001 PH 972 980.0002 FX 97Z980.0006 ■ CONSULTANT: REVISIONS: N0. DATE REMARI 1� 110 3/28/11 `IREIdINX 31-9 TEXAS A” E. -SOU- COLLEGE STATIONTX ■ COPYRIGHT c 2 01 1 INTERPLAN LLC ESERVES COPYRIGHT & OTHER RIGHTS RESTRIC ING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS,CHANGES OR ASSIGNMENT ARE PROHIBITED. LANDSCIMPE PLAN PROJECT N(002 111-0058 DATE: 3-1-11 LPI` CHECKED: ■ ■ r— F ! I I I I u, 6; u) I ( 0 V '�' I Remainder of Lot 1A - i Mphalt f/ I , '' I I Now or Former/y ! Drivewoy Cor'ar to P avoment H&S Investment Lp I ; .o :� 1 t Vol, 4832, Pg. 212 i I s I �r...�'.'.';""""'-" _. �... ,....-•-c+r-- ... -ras-• _ ....-.,ea--• •--.-ar•-- •--• .-^.r,�•_- - I ....... _ .._...•_ a E.dga f^•ancrE.Es - '-I, . b ofi's a.a_p_prC' x. L.S ------ ------ _��rT_ � --- ty�--•:J.-_.-1;—_r,--..-_.rJ;...-_- - 1 8 g M v {75i1'>75) j (7k2/57} Pavea�Nni C)_ 3 HD ' ! + .....___-.____.._..__ .__._..•._.....-._ i � Grans k -aa � ....-.,�\ \ \ \ \ \ � � � a•,a \.._..�._.- �.,...._ I \\\ Aj 7/7 ! I }\\\\\\,� \\I I ET �aU i 4 14,-- { i I i I _�/ G 2 rJ \`\\ \ 4r } 3 : � .4' { ! 14, { I 1 } f I %� opo --� ice-\� j� I ( /- "' :?,#:i° •ef'`µ........`- ._..._ f �a !-10 CD • . u 1 � t 1 `'� _ •�{ t ..,,�.__..�.._._.._. t i I I / 1 ....,. �f� � __. __. � .\ WEE � Es I r I tr r ( 2319 Texas Avenue South ,� / / —'" \ \I I `� + Single Story Wood Frame Structure � Walk In � � � � � \I'A�. , � j �` - sr; � I Cooler a 0. 986 Acres out of Edg/Slob / U _ oaa L=j Asphalt I 'i //i%Ta L / NoPoven nt Co9Cret//�//.I,i �. I t t i I `�,,' j ""„'_„' ! ! � �' ' ( 2 //// o \ AsphtalE A 4 .p �G�/ t/ ' �,a , ci .� .., �, •� 7 // j/' I\ l�aysr£,rnd i i 14 ■{ t I 11 I _•___.,_ .. __ -- _.._ _.a f ( f /�/// o\� t f i�N m 1 `Zv ��o,��� oU) ” (� l s � Inlet c I 3 Bt / 1 / 3 m .r 4 / 3 I a t �- \ v 1 1 e I t { L i 1' /Area� O 1 I / Gr ssI t o( t S\ I /rr Vt 4 Z a� 2 O o 0 1 t I 2 \ i � I O i I t I a i I / / � C5 i I I ox I , I I I v m I t a t I� I I I ' Covered : : �j / / /T/T/T/7`/T/ /T/ I i r Crass Area � / V 141 110'/e!� %moi //I c i t I .yI �Ch.V 1i°I I ool I 3 I 1 i � � `. � t !� I ► ( I I � 1 � ♦ `� �' I I) � �I `� I �j , I I I `y � l i � O I � - ._.,_._.._i �_•.�„�.-.,,.�_,,,,.� t i I ~I I j' \ \I\ \ \ \ \ � \ \ \ \ � \ \ \ \ \ ( () � �I\ \ \ \ \ � I\ \ ( � � ' � t , \ r \ s i I \ a _ I\ I - E3 \ 1 I t � \ \ i 4 t �� i t ,-� rQ \-, y , -_\\\ �\\ I\\ v,G� . ,,, n rA�t , + t \\\\\ 1 I, t + r I{ vv v�vvvvvIvvv t 11.vvvv1111v :. ! I I I C DUB Of O i{ 9 F ,v+ j ~' l I i I\\�\�1a.—J�\\\\\A. �\�\\\\\�\ I I Lot 2 N,,• I :4:6` O I+ j ! Asphalt �• I I I I I tr.� I I { 6=�` � � �% jai � i 3 9 •• •`5 { I I rl . . t Canca-ete :. {{ t f t i Pzavemant . 1 Grate \;alt . 'rot i I d t Top --296.6' I I I I I I t=?_92,3°"_W I j f I i ) y •,r�r�'riric+Yi+rr�r'WiYor'w'rM1w'rasM�llr+.rar�lr•r1rA(r.Kwr.{++wyrrl�Rira�*..r►r•rri.,r.I...s.r.. ca. i I-*- ....... MM.•w� rr ....• r•.------------- « .s------ l t ..r---- . ----------------------- f 1 " Tres Vault oras4 Area 40Tru:� ♦� t1! - -�---�- a- �.��__.-..�...___._._-.---"---.._.-_.__.,-__ _._.. -"--�'�„'-ww.,w.....w.•,...w�.�.ie�m..d+.-+e�.nsa��-_.�.-�.."_`rc��;�=� �.•� �.�•�v`-'- = =-="'�"�= ===�'� """�-=�--s�'�-���r �ra�•..a�sltd - .-•-' � ,, t ; Back/Cuf•ib i� approx. �� I +? I Cattc rats , ;.� (amt I'avernan? O L _ EtrorAa, l,a1t ! ZI pa t ! t'? R c Edge/Aapiaoli21 1 - I DEMO PLAN ill = 20' - - - _ NORTH ii Remainder of Lot 1A (1 !' W C" t t Now or Former/y wwy Caa,areb- Pavement H&B Investment Ljo Vol, 4832, Pg. 212 ( i i _` .�- """ ,...�,"' `_, .,...nm--. --�----•--�-- -. _.�*._ � _-and.-.. -- .•.,.�,.._ _. ,.t..�p•......_ ....�,...., .... _.ten--- --- -•�-•-_.....,.,� .._......•.�...,,......._..._,.�d.....,..._-�•-•• .,.. ••...�M....... --�•-- --. ��..., ...... __�•-_.. ^j, r 1_- atl-------a^� -•~a° _ -- .w,_ as-.__ __,_ ., G Edyts%antra G! a � N 4 j �ocf:/Curb is appro - 0. r �..-a�....r----a•�.arrs�=--"�:�.-r-.-rr—r- -.....-r-�--��.»r�..�rr sr=�z--�:.�,—�-.r�- � ~C?.15' H.W. of R •mss• I_ r.r.-- / 4"a,• w/i-^• a !r..rr��N�r �..y � ..Jf_„_.fJ�if—_!1� If•.�ij_., y'f�....:iJ.....%; F.. Catt(/curtrl) d�� }� ^�'-1}E" �_nr ( �' I20' f1.1­1Id. at f {367,/5fs7 favement \ �Concrete MEG cs i I o _-.( i I. * (01 42� 1 ■ 1 o- SIDEWALK (IF PRESENT) w ,c R I Ln CD SITE i 3 ' q — ------ ----- r- 1 ' o T i l T, s C-4 ■ ■ 10 FLARE RAMP NTS 1 3000 PSI (MIN.) CONCRETE 1 6" V-6" ^� LO Q Q as' PLAN SYMBOL NOTE: WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT AND THE THICKNESS OF THE LIP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS, O2 CURB &GUTTER TOOLED EDGES SCORE MARK NEW 4" CONC. WALK W/ 6X6 W1,4XW1A WWF 00 NOTE: EXPANSION JOINTS SHALL BE LOCATED AT ALL CONCRETE WALK INTERSECTIONS, AT ALL DOOR OPENINGS AND AT 12' O.C. MAXIMUM, EXPANSION JOINT (1/4" PREMOLDED ASPHALT STRIP) SHALL BE SET 1/8" BELOW TOP OF WALK. SCORE MARK (1" DEPTH) SHALL BE 4' (MAX.) O.C. NTS DEMOLTION PLANDATA aCONTRACTO SHALL REMOVE EXISTING WALK IN COOLER, FOUNDATION , AND ASSOCIATED DRY/WET UTILITIES, F2 . SAW CUT AND REMOVE EXISTING SIDEWALKS AND RAMPS TO LIMITS SHOWN. CONTRACTORSD SHALL REMOVE ALL CONCRETE PAVEMENT, ASPHALT, ANBASE COURSE DESIGNATED WITHIN PROJECT LIMITS, DISPOSAL, INCLUDING ANY HAZARDOUS MATERIALS ENCOUNTERED, SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL RULES AND REGULATIONS. CONTRACTO SHALL REMOVE EXISTING FENCE. F5 SAW CUT A D REMOVE EXISTING CURBS TO LIMITS SHOWN. F FOR DEMOLITION OF COVERED AREA SEE ARCH. PLANS, F7 FOR DEMOLITION OF BUILDING SEE ARCH. PLANS, 8❑ SEAL COAT OVER EXISTING ADA STRIPING AND SYMBOL F91 SAW CUT EXISTING PAVEMENT TO LIMITS SHOWN. 10 EXISTING H�NDICAP SIGN (TO REMAIN) I DEMOLITION NOTES THE CONTRACTOR WILL 1, PRIGR TO CO MENCEMENT OF DEMOLITION COORDINATE HIS A TIVITIES WITH ALL THE UTILITY COMPANIES SERVING THIS AREA. CONTRACTO IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION, 2 THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL STRUCTURES AND B ALDINGS THAT IS SO INDICATED INCLUDING FOUNDATIONS, TIMBER AND BRUSH, EXCEPT AS OTHERWISE INDICATED; STUMPS AND ROOTS; EXISTING PA R VEMENT OTHER STRUCTURES AS SHOWN 0 REASONABLY IMPLIED IN 'THE_DRAWINGS 3. WHERE PAVINGLOR STRUCTURES ARE TO BE REMOVED WHICH ABUT OR ARE A PART OF CONNECTED FACILITIES (THAT ARE OFF-SITE), RESTORATION OF ANY DAMAGE THAT MIGHT\ RESULT FROM DEMOLITION IS TO BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED, 4. THE LOCATION DF ALL EXISTING UTILITIES, STORM DRAINAGE AND TREES SHOWN ON THE PUNS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION AND IS GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. PRIOR TO THE START OF DEMOLITION THE, CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE EXISTENCE & LOCATION OF ALL STRUCTURES, UTILITIES & TREES SHOWN OR NOT ON THE PLANSi WHICH WOULD NEED TO BE REMOVED OR PRESERVED. 5. THE CONTRACTOR SHALL REFERENCE AND RESTORE PROPERTY CORNERS AND LAND MARKERS DISTURBED DURING CONSTRUCTION. (UNDER THE DIRECTION OF A TEXAS REGISTERED LAND SURVEYOR). L ARCHITECTURE ENG\ 'VEERING INTERIOR .DESIGN PROJECT MANA EMENT T003420 CA 8660 4560 BE LINE RD SUITE 340 DDISON TX 75001 PH 972 980.0002 FX 972 980.0006 Cil ba.• • •o • n��/ ROBE`�'�S P.E. TEXAS REG, #10251 ■ �■ CONSULTANT; REVISIONS: NO, DATE REMARKS 0 ��j ® 16 PLC 1 ■MAN■ SITE DATA —® SITE AR E,q 42,950 SF 0,986 AC EXISTING PAVEMENT/SIDEWALKS 32575 S 76% IMPERVIOUS � BUILDING4 863 S 11 % � 87% OPEN SPACE (GREEN) 5,512 SF 13% )-I PROPOSED PAVEMENT/SIDEWALKS 86.0% IMPERVIOUS BUILDING 7 18 17% OPEN SPACE (GREEN) 6,008 SF 14% f' � a NOTE: THERE IS AN, OVERALL DECREASE IN IMPERVIOUS SURFACE OF Ze 496SF. THEREFORE THE STORMWATER RUNOFF RATE WILL ALSO DECREASE.(t5 THIS PROPERTY IS QT LOCATED IN A 100 -YEAR FLOOD HAZARD AREA. PANEL 48041 C0144C DATED JULY 2, 1992. PARKING: 7,189/250 29 NEEDED PROPOSED = 31 + 2 ADA = 33 a Q i SITE NO ES L/$'�P e';C• Q� RESTRIPE ADA ACCESS AISLE AND ADA SYMBOL �� t 6" VERTICAL CURB 4 TIREM Axi ® CURB AND GUTTER 2 C-1 2319 TEXAS AVE. SOUTH CONCRE E SIDEWALK 3 COLLEGE STATION, TX 3 CONCRETE WALK NTS c 1 PVTO19.DWG ) CONCRE1jE PAVEMENT ■ (MATCH XISTING PAVEMENT SECTION) ■ ■ 11 __9__ I __ PAVEMENT DIMENSIONS REFER TO THIS - - FINISH GRADE PARKING LOT S AS SPECIFIED BASE AS SPECT STABILIZED SUE AS SPECIFIED NOTE: ALL CURBING T 3000 PSI 28 E CONCRETE 4's , ---------------------------- — '; 4 6" CONC CURB NTS NORTH ! ►°� ® HANDICA11 ° FLARE RAMP I COPYRIGHT @ 2011 INTERPLAN LLC RESER\ ® EXISTING SIDEWALK (TO REMAIN) ,-6 COPYRIGHT & OTHER o (� , RESTRICTING THESE DC NEW DU PSTER ENCLOSURE (SEE ARCH. PLANS) i �i TO THE ORIGINAL SITE PURPOSE FOR WHICH C= BIKE RA K - 4 SPACES PREPARED. REPRODUC C1� EXISTING FIRE HYDRANT PCA (�C ('l� CHANGES OR ASSIGN PROHIBITED. 1�1�i C16S CONCRETE PAVEMENT NOTES: 1. A LIGHT TO M IUM BROOM FINISH SHALL BE APPLIED TO ALL CONCRETE PAVEME vul 2. A LIGHT BROO FINISH SHALL BE APPLIED TO ALL SIDEWALKS.pl� NOTES -r 1, ALL DIMENSIONI, ARE TO FACE OF CURB. 2. ALL RADII ARE 0 FACE OF CURB AND ARE A 5' RADIUS UNLESS OTHERWISE NOTED.' 3. A LEVEL LANDING OF 5' X 5' MIN. WITH A NOT TO EXCEED 2,0% SLOPE IN ANY DIRECTION IS REQUIRED IN FRONT OF ALL DOORS. 4. CONTRACTOR TDI'ENSURE THAT THE HANDICAP PARKING AREA DOES NOT EXCEED 2.0% SLOIN ANY DIRECTION. OVERLAY ASPHALT IF NECESSARY TO MAINTAIN 2.0% MA IMUM SLOPE. 5. CONTRACTORS ALL ENSURE POSITIVE DRAINAGE FLOW AWAY FROM BUILDING AT A MINIMUM 2% SLOPE. YARD DRAINS TO BE INSTALLED IF POSITIVE FLOW CAILINOT BE OBTAINED, 154- 'v®ems PROJECT NO: 002011' DATE: 3-1-11 WERE IS, I'S ARE I I 'U0 C - 1/A'A I( SITE PLAN ' Ulu � CHECKED: ■ L Z O i W U LO N CL W 0, N� N FRONT LANDSCAPE 0 0 0 n0 0 0 o poo co a oo 0 EDGC OF SIDEWALK ARom ( o .n o aa�In! ) 0 0 HI 10% MAX 0 C�URB -300 C11 I 00 n (06 0 .. . m NOTE 1: NOTE 2: NOTE 3: RAMP SURFACE SHALL CONSTRUCT RAMP TO RAMP GREATER THAN A 6" COMPLY WITH TAS LEAST POSSIBLE SLOPE RISE REQUIRES HANDRAILS, SECTIONS 4.5 AND 4.7. (MAX, = 1:12), *CROSS SLOPE OF RAMP AND LANDING SHALL NOT EXCEED 1:50. 10 FLARE RAMP NTS 1 3000 PSI (MIN.) CONCRETE 1 6" V-6" ^� LO Q Q as' PLAN SYMBOL NOTE: WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT AND THE THICKNESS OF THE LIP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS, O2 CURB &GUTTER TOOLED EDGES SCORE MARK NEW 4" CONC. WALK W/ 6X6 W1,4XW1A WWF 00 NOTE: EXPANSION JOINTS SHALL BE LOCATED AT ALL CONCRETE WALK INTERSECTIONS, AT ALL DOOR OPENINGS AND AT 12' O.C. MAXIMUM, EXPANSION JOINT (1/4" PREMOLDED ASPHALT STRIP) SHALL BE SET 1/8" BELOW TOP OF WALK. SCORE MARK (1" DEPTH) SHALL BE 4' (MAX.) O.C. NTS DEMOLTION PLANDATA aCONTRACTO SHALL REMOVE EXISTING WALK IN COOLER, FOUNDATION , AND ASSOCIATED DRY/WET UTILITIES, F2 . SAW CUT AND REMOVE EXISTING SIDEWALKS AND RAMPS TO LIMITS SHOWN. CONTRACTORSD SHALL REMOVE ALL CONCRETE PAVEMENT, ASPHALT, ANBASE COURSE DESIGNATED WITHIN PROJECT LIMITS, DISPOSAL, INCLUDING ANY HAZARDOUS MATERIALS ENCOUNTERED, SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL RULES AND REGULATIONS. CONTRACTO SHALL REMOVE EXISTING FENCE. F5 SAW CUT A D REMOVE EXISTING CURBS TO LIMITS SHOWN. F FOR DEMOLITION OF COVERED AREA SEE ARCH. PLANS, F7 FOR DEMOLITION OF BUILDING SEE ARCH. PLANS, 8❑ SEAL COAT OVER EXISTING ADA STRIPING AND SYMBOL F91 SAW CUT EXISTING PAVEMENT TO LIMITS SHOWN. 10 EXISTING H�NDICAP SIGN (TO REMAIN) I DEMOLITION NOTES THE CONTRACTOR WILL 1, PRIGR TO CO MENCEMENT OF DEMOLITION COORDINATE HIS A TIVITIES WITH ALL THE UTILITY COMPANIES SERVING THIS AREA. CONTRACTO IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION, 2 THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL STRUCTURES AND B ALDINGS THAT IS SO INDICATED INCLUDING FOUNDATIONS, TIMBER AND BRUSH, EXCEPT AS OTHERWISE INDICATED; STUMPS AND ROOTS; EXISTING PA R VEMENT OTHER STRUCTURES AS SHOWN 0 REASONABLY IMPLIED IN 'THE_DRAWINGS 3. WHERE PAVINGLOR STRUCTURES ARE TO BE REMOVED WHICH ABUT OR ARE A PART OF CONNECTED FACILITIES (THAT ARE OFF-SITE), RESTORATION OF ANY DAMAGE THAT MIGHT\ RESULT FROM DEMOLITION IS TO BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED, 4. THE LOCATION DF ALL EXISTING UTILITIES, STORM DRAINAGE AND TREES SHOWN ON THE PUNS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION AND IS GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. PRIOR TO THE START OF DEMOLITION THE, CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE EXISTENCE & LOCATION OF ALL STRUCTURES, UTILITIES & TREES SHOWN OR NOT ON THE PLANSi WHICH WOULD NEED TO BE REMOVED OR PRESERVED. 5. THE CONTRACTOR SHALL REFERENCE AND RESTORE PROPERTY CORNERS AND LAND MARKERS DISTURBED DURING CONSTRUCTION. (UNDER THE DIRECTION OF A TEXAS REGISTERED LAND SURVEYOR). L ARCHITECTURE ENG\ 'VEERING INTERIOR .DESIGN PROJECT MANA EMENT T003420 CA 8660 4560 BE LINE RD SUITE 340 DDISON TX 75001 PH 972 980.0002 FX 972 980.0006 Cil ba.• • •o • n��/ ROBE`�'�S P.E. TEXAS REG, #10251 ■ �■ CONSULTANT; REVISIONS: NO, DATE REMARKS 0 ��j ® 16 PLC 1 ■MAN■ SITE DATA —® SITE AR E,q 42,950 SF 0,986 AC EXISTING PAVEMENT/SIDEWALKS 32575 S 76% IMPERVIOUS � BUILDING4 863 S 11 % � 87% OPEN SPACE (GREEN) 5,512 SF 13% )-I PROPOSED PAVEMENT/SIDEWALKS 86.0% IMPERVIOUS BUILDING 7 18 17% OPEN SPACE (GREEN) 6,008 SF 14% f' � a NOTE: THERE IS AN, OVERALL DECREASE IN IMPERVIOUS SURFACE OF Ze 496SF. THEREFORE THE STORMWATER RUNOFF RATE WILL ALSO DECREASE.(t5 THIS PROPERTY IS QT LOCATED IN A 100 -YEAR FLOOD HAZARD AREA. PANEL 48041 C0144C DATED JULY 2, 1992. PARKING: 7,189/250 29 NEEDED PROPOSED = 31 + 2 ADA = 33 a Q i SITE NO ES L/$'�P e';C• Q� RESTRIPE ADA ACCESS AISLE AND ADA SYMBOL �� t 6" VERTICAL CURB 4 TIREM Axi ® CURB AND GUTTER 2 C-1 2319 TEXAS AVE. SOUTH CONCRE E SIDEWALK 3 COLLEGE STATION, TX 3 CONCRETE WALK NTS c 1 PVTO19.DWG ) CONCRE1jE PAVEMENT ■ (MATCH XISTING PAVEMENT SECTION) ■ ■ 11 __9__ I __ PAVEMENT DIMENSIONS REFER TO THIS - - FINISH GRADE PARKING LOT S AS SPECIFIED BASE AS SPECT STABILIZED SUE AS SPECIFIED NOTE: ALL CURBING T 3000 PSI 28 E CONCRETE 4's , ---------------------------- — '; 4 6" CONC CURB NTS NORTH ! ►°� ® HANDICA11 ° FLARE RAMP I COPYRIGHT @ 2011 INTERPLAN LLC RESER\ ® EXISTING SIDEWALK (TO REMAIN) ,-6 COPYRIGHT & OTHER o (� , RESTRICTING THESE DC NEW DU PSTER ENCLOSURE (SEE ARCH. PLANS) i �i TO THE ORIGINAL SITE PURPOSE FOR WHICH C= BIKE RA K - 4 SPACES PREPARED. REPRODUC C1� EXISTING FIRE HYDRANT PCA (�C ('l� CHANGES OR ASSIGN PROHIBITED. 1�1�i C16S CONCRETE PAVEMENT NOTES: 1. A LIGHT TO M IUM BROOM FINISH SHALL BE APPLIED TO ALL CONCRETE PAVEME vul 2. A LIGHT BROO FINISH SHALL BE APPLIED TO ALL SIDEWALKS.pl� NOTES -r 1, ALL DIMENSIONI, ARE TO FACE OF CURB. 2. ALL RADII ARE 0 FACE OF CURB AND ARE A 5' RADIUS UNLESS OTHERWISE NOTED.' 3. A LEVEL LANDING OF 5' X 5' MIN. WITH A NOT TO EXCEED 2,0% SLOPE IN ANY DIRECTION IS REQUIRED IN FRONT OF ALL DOORS. 4. CONTRACTOR TDI'ENSURE THAT THE HANDICAP PARKING AREA DOES NOT EXCEED 2.0% SLOIN ANY DIRECTION. OVERLAY ASPHALT IF NECESSARY TO MAINTAIN 2.0% MA IMUM SLOPE. 5. CONTRACTORS ALL ENSURE POSITIVE DRAINAGE FLOW AWAY FROM BUILDING AT A MINIMUM 2% SLOPE. YARD DRAINS TO BE INSTALLED IF POSITIVE FLOW CAILINOT BE OBTAINED, 154- 'v®ems PROJECT NO: 002011' DATE: 3-1-11 WERE IS, I'S ARE I I 'U0 C - 1/A'A I( SITE PLAN ' Ulu � CHECKED: ■ L