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t 0 w CL Q � m M 0' Z00 In Y � ► i - rr �',c�11��iR..lIlr��� 1�►�.�r�!►,�.�(ja�►.�.�111�1w.�vi/1,_i�i_►�/,��1�,���t�.�.�iii1�►.�.�i���►.���,�Q�►.i�sdM�1�►.�il�► �► �t�.����.1���lrl�►.��.���.�!i/��►.���1i� �1�.��' ..���,1�► '`ri-- �� lT i !'�1 M r7 'r I� �tr.►r r '•tom ♦! I� tl'�r ft R/.Ir �f/4} i/�f' �f l'e'i- ---- — _ s i i I ' I s REMOVE URI C VF Jjl TEMPORAR (to remain) 13 2 Mulch Ring e104 +*f� ��•f`. COMMON AREA 0.960 AC Q Q� fl. liiff Hif•i,i, it ROBERT B. ip�gpfi,ff N,iN _ 9434 /07 nqh�L i • 1.4 ter' S r r r rr -- r r r(Phase1 Required ndsciiPing -:5 POINT 'I �r� CALCULATIONS -31,403 1,000 30 %969 Points i BUPFERYARD 10 / 25 13 CANOPY TREES REGD 10 J' 15 M N13N-CANOPY TREES E 310 3 104 5 GAL SHRUBS r I .:~ VNORTH . FOREST f15 / 25 25 CAN13PY TREES REG RED gild Imo'`. -tS / 15 41 NON -CANOPY TREES x - 615 3 =205 5 SAL SHRUBS \Y!IJIIIi IIJ'lrli GX.0 rn 'I,VJIJlI� /' BONN_ �,' EXISTING �1 MEDICAL 7,420 sf `t • • 73 17 �rEw� 4t`-•>w� ;z U -- ase, (31,403 sq. • t r may" f O 7 r i r L � if 1 if We t r A ,• NOTE 100% coverage of groundcover, decorative paving, 1 decorative rock, or perennial grass Is required .In parking lot islands, swales and dralnage areas, the parking lot setback, rights -of --way, and adjacent property disturbed during construction, Steel fence post at 18' on center. , �,� J � cs { 4 • �! BLDG. H EXISTING OFFICE BUILDING 5,700 sf F.F.=257.20 ,fr 5 High Visibility Plastic - Fence material (snow fence), Min 4' High. I 02 �ptrtive Barr#cade s oL Alone Not to Scale :General Notes 01. All plant Material shall be pruned f shaped as per Landscape Architect after installation to remove any broken or damaged branches and to give uniformity of shape. 02. All plant Material must- be approved by the Landscape Architect before Installation. 03. Verify all quantitles before Installation. 04. Broken pieces of sod (smaller than 8` square) are not acceptable. 03. All Crape Myrtle Trees, -are to be pruned up to expose 4 clear trunk(s). Oro. Landscape Contractor• is responsible for clearing any dirt or mud from public roadway. Landscape Contractor Is also responsible for keeping the site clean during constr}�ctlon and plant Installation. 07. All proposed "New Canopy Trees' shall be contalnerized. 08. An automatic Irrigation system-willcover the entire landscaped areas. 0,9. Bedding Soll (flowerbeds) shall be prepared to a depth of 8 Inches and.. consist of 4091 Sandy L-Qam Topsoil, 6091 Black Humus. 10. All flowerbeds shall be - op dressed with a 3" layer of Black Humus or equal. 11. Install 3' diameter mulch rings (3" thick) around all trees (canopy and non -canopy whlch appear In lawn areas. 12. All plant material Is to be guaranteed for 1 full year. 13. Erosion control Is required as needed and clean-up Is included. 14. See Site plan for topographic Information, existing and proposed utilities, easements, adjacent land uses, existing development and roadways. w o N RTHtEARL RUDDER FWY. 28' / 25 = 10 CANOPY TREES �- 28' / 50 x 300 = 1,368 POINTS N RTH FOREST PKWY t Y : 0' / 32 = 3 CANOPY TREES 0' / 50 x 300 = 420 POINTS • W TOTAL POINTS REQUIRE i 5,75? TI TAL CANOPY TREES POINTS R QUIRED 5,757 X 501% • V Proposed Landscaping III IFFERYARD (No PoiNr vAwa) 13UTHEAST BUFFER CANOPY TREES =13 r 15 GAL SHRUBS = 104 ORTH FOREST SUBDIVISION BUFFER z CANOPY TREES = 25 _5 GAL SHRUBS = eO7 ' S REETSCAPE The F. ollowing Newly Planted Streetscape Trees are to Remain on Site ORTH. EARL RUDDER FWY. CANOPY TREES . (2 1/2' Cat.> =10 • ORTH FOREST PKWY CANOPY TREES (2 1/2' Cat.) = 4 NiN CANOPY TREES (container) - 26 @ 150 Points (2 1/2' Cat.) _ 3s900 Points H , N014 -CANOPY TREES (container) 1S 9 40 Points >= 728 Points N SHRUBS (S gal. or larger) a' 242 ` it IO Points 2,420 Pods .i■ �e :SHRUBS 1 al. L r' 77 @ 0 Point r 0 Points CU I ' APINGTTAL'PRPOD .ANASC� = 7,040 Points 4J Plant Usi PHASE 2 SUFFER PLANTINGSIIX Pe�►ts �/ iC ppe� tl) Key Quantity Size Commm Nana (Botanical Naae) a Ptwvt Points Cmmnts Calopy Trees ..,,,► 38 2 1/2' Cat. Chinese •Pistache (Pistachla chlner►�SW No Point Value 6'-0' Ctear Trunk Min., Container raj 10./12' Ht., 2/3' Sp., Matched (DEO •• ® (U Shrubs 311 5 Gat. Ligustrum (Ligustrum Japonicum) No Point Value 36' Height Min., Rooted, Full V1 ._ STREETSCAPE PLANTINGS +� d a NM CAM RUDDIER FREEWAY Canopy Tr+rea' ' f0 2 1/2' Cat. Batd Cypress (TaxodluM dis•tuchum 150 1,500 12/14' Ht., 4/5' Sp., Matched 6'-0' Clear Trunk Min„ Container NORTH Ft�EST PARKWAY p CO � canopy Treem j` r / , , 4 2 1/21 Cal. Bald Cypress (Taxadium dtstuch YP um 150 / 500. II, 12/14 Ht., 4 5 S ., Matched„,..... 61-01' Clear Trunk Mtn., Container (DO �-+► LM OTHER Cum” Tree00 m .• 12 2 1/2' Cat. Live Oak (Quercus vlrgiana) 150 1,800 11 12I14' Ht., 4/5' Sp., Matched W-01 Clear Trunk Min., Container U L Non -Canopy Trees Q 18 1 us 2,w al. Crape Myrtle (Lagerstroemta Ind[ to 'Watermelon Red') 40 720 � 6/$' Ht., 3/4' Sp„ 3-5 Canes, Matched, LL1. _ Min. Cane Dia = 1 1/2' (For a Single' Trunk) - .. Sheet Shrubs (S Gal. or Carper) 8 5 Gat. Ltgustrum (Ligustrum japonicum) Y1 10 80 36' Height Mtn., Rooted, Full L 25 5 Gat. Knock Out Rose (Rosa spp.) ,; 10 250 18' Height Mtn., Rooted, Full ao 14 5 Gal. Dw•f. Youpon Hotly (Ilex vomitoria 'nava') 10 140 14' Height Min,, Rooted, Full } zz 195 15 Gat. Indian Hawthorn (Rhapteolepsls in''TIca 'Clara') 10 1,950.1 6' Height Min., Rooted, Full { !j Shrubs Q W3 ' •• 51 1 Gat, Asparagus Fern (Asparagus denfiftorus 'Sprengerl') 0 0 Pot Fut Q 313 1 Gal. Asian Jasmine (Trachelospermum 6laticum) 0 0 Pot Full, 3 - 12' Runners, Min. Sod { Date: 10-5-07 Yerlfy SSod Bermuda 'Tiff 419' (Cynodon spp. {'Tiff• 419'> 0 0 Weed Free, Whole Pieces - Revisions: y TERM. 7,040 P MT13 11-2-07 - BWL i -14 L1tLD7L76?7Y '4ai 4501• �ItY�kH�•tF3P."-t' 11-19•-07 - BWL SL-_ "SRRf`.rL7V`G�.•�.-A14GEGL 6YB:u;w>57' �heTn�YJf'.L•QfLDdd^�lr.[RF"•i7Eiv1+E.A31J9iLi' kJACR�C78A+Yd�7F4.U29N7SiFY.CF s J if I WE 3 FOS COMPLIANCE Sheet Num be II r NOV 9 ZOO? SID COLLEGE S I is I ION 'nim AP16EIT sI:rA1jPrc Sheet i t 1 { PROPOSED --. —_..—. --I CLFB CU — — ---—...... —. --- .-.- .....—._.. w—s w—s w-6 W-6 W—B W-6 w—s W—s w-6 ------ -- —W—s Lj / /� w�rrr�r �•�w••••w• ��� Irw1�•�� r•••wu•ir ��•n1 �•is to _U_ -GAS UE AS—GA U AS UE GAS U b• GAS—GAS—GAS uE uE UE UE GAS UE GASUE -- -I --------___...-- --- -- — —I e'►------------._-_.-- -- ----------------- - - - - - - - - - - - - - - - - - - -_...-- ..._.-----------"-------------------- PROPOS® s I T I I 1 k SIMALK !!! I t 1 • ° � '' � I :: PROPOSED V-SHAPW DRI j s MMSWALE ao 4AX MR SLOPE --� t SM G ADW PLAN I I 1 I I I SN ----� T I Lot 1E -R1 1 t 1=_mfj A -P e 0.590 AC MUCO VERDE, LLC. °� 0.377 AG � I I �. JI BV PLASTIC St1AC;laiY PiiOPOSED Y-9MAPED I BU!<MW DRANAGE SWALE t ! f 1 Sf+ORY • tO X MPI, SLOPE — — — -- --I t � I 24 Fi: 81�Df3 HT. ❑ ' i I I ems. [� SEE GRADING PLAN t � � t i I � b . ' • 4,878 $F � � N� 'lo ial�wt b e •.> e. 12` DROP N GRATE AREA AREA WLEr TOP OP INLET w 289.7' - - -- - - - - i EXISTING WATER` �a9 a •' S LF OF 6" - - LINES �„ •--- --- SHARED PARKING �; \ 9AWARY SEM SIB"m W/ 2 - S' ACCESS EASEMENT`� ; 4 / � \9 .CLEANOU'CS L' i 8727/167 �lY yi . e a / PROPOSED 41 LF OF'ItY HDPE PRIVATE STORM SEWER .,c / • 20% SLOPE 3El a` Lot 1G 0.363 AC A—P MUCO VERDE, LLC. Lot 1B 0357 AC A -P MUCO VERDE, LLC. V . 20 10 0 20 SCALE IN FEET J. 1 Lot 1D 0..531 AC A -P LAIT TEXAS, LLC. 9-s I. .• Q. e �1 ■ s. ] _ THE SEAL, APPEARING ON. THIS DOCUMENT WAS AUTHORIZED BY 'V„::..- .. , Cg 1 nee 1 I ZONED R-1ZONED JOSEPH P. SCHULTZ, P.E, LICENSE ZONED R-1 R-1 ZONED R-1 GEORGE D WARD NO.12327 ZONED R-1 BRYNILDSEN GORDON A LEARY MARGARET SElBERT DARREN M JR. DRAWN BLOCK 2& LOT2 I SARAH SCHWIND I & SUZANNE I KATHERINE I ALLISON L BLOCK Z DLD BLOCK 2 BLOCK 2 LOT 5 LOT 6 O.D. ttt •"' --- LIFTS INTO PLACE, TO FILL ALL ALL VOIDS AROUND PIPE. I LOT 3 I LOT 4 I I AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES NORTH FOREST - --.-----.--.- ---- N.T.S. _ _ _-_ - _ -- -- ---- SUBDIVISION ---------- 6005/130 EXISTING 20' P.U.E. i t 1 { PROPOSED --. —_..—. --I CLFB CU — — ---—...... —. --- .-.- .....—._.. w—s w—s w-6 W-6 W—B W-6 w—s W—s w-6 ------ -- —W—s Lj / /� w�rrr�r �•�w••••w• ��� Irw1�•�� r•••wu•ir ��•n1 �•is to _U_ -GAS UE AS—GA U AS UE GAS U b• GAS—GAS—GAS uE uE UE UE GAS UE GASUE -- -I --------___...-- --- -- — —I e'►------------._-_.-- -- ----------------- - - - - - - - - - - - - - - - - - - -_...-- ..._.-----------"-------------------- PROPOS® s I T I I 1 k SIMALK !!! I t 1 • ° � '' � I :: PROPOSED V-SHAPW DRI j s MMSWALE ao 4AX MR SLOPE --� t SM G ADW PLAN I I 1 I I I SN ----� T I Lot 1E -R1 1 t 1=_mfj A -P e 0.590 AC MUCO VERDE, LLC. °� 0.377 AG � I I �. JI BV PLASTIC St1AC;laiY PiiOPOSED Y-9MAPED I BU!<MW DRANAGE SWALE t ! f 1 Sf+ORY • tO X MPI, SLOPE — — — -- --I t � I 24 Fi: 81�Df3 HT. ❑ ' i I I ems. [� SEE GRADING PLAN t � � t i I � b . ' • 4,878 $F � � N� 'lo ial�wt b e •.> e. 12` DROP N GRATE AREA AREA WLEr TOP OP INLET w 289.7' - - -- - - - - i EXISTING WATER` �a9 a •' S LF OF 6" - - LINES �„ •--- --- SHARED PARKING �; \ 9AWARY SEM SIB"m W/ 2 - S' ACCESS EASEMENT`� ; 4 / � \9 .CLEANOU'CS L' i 8727/167 �lY yi . e a / PROPOSED 41 LF OF'ItY HDPE PRIVATE STORM SEWER .,c / • 20% SLOPE 3El a` Lot 1G 0.363 AC A—P MUCO VERDE, LLC. Lot 1B 0357 AC A -P MUCO VERDE, LLC. V . 20 10 0 20 SCALE IN FEET J. 1 Lot 1D 0..531 AC A -P LAIT TEXAS, LLC. 9-s I. .• Q. e 00 rOF'��.a 11......................:� JOSEPH P. SCHULTZ �............................ X 6586 FIRM # 12327 SCHULTZ ENGINEERING, LLC 6" 1' CURB .• •� •i,{�.�•'�,.. .y, :.»•:!/•i �' t• .. SSL' "i•a» t TYPICAL 2' CURB OPENING 1 1' min 1 C NOTES: 1. 1% MIN. SLOPE DIVERSION CHANNEL TYPICAL SECTION N.T.S �1 ■ s. ] _ THE SEAL, APPEARING ON. THIS DOCUMENT WAS AUTHORIZED BY 'V„::..- .. , Cg 1 nee 1 I :::: :':,° = JOSEPH P. SCHULTZ, P.E, LICENSE 2730 Longmire, Suite A ,..:"°' NO. 65889 ON APRIL 27, 2012. College station, Texas 77845 979.764.3900 TBPE NO.12327 ISSUED FOR CONSTRUCTION SURVEYED DESIGNED PUGMILL ONLY: SPADE BY DRAWN APPROVED 000 0 00°00°o JOB NO. DATE KERR DLI) DLD JPS 12-206 APRIL 2012 00 rOF'��.a 11......................:� JOSEPH P. SCHULTZ �............................ X 6586 FIRM # 12327 SCHULTZ ENGINEERING, LLC 6" 1' CURB .• •� •i,{�.�•'�,.. .y, :.»•:!/•i �' t• .. SSL' "i•a» t TYPICAL 2' CURB OPENING 1 1' min 1 C NOTES: 1. 1% MIN. SLOPE DIVERSION CHANNEL TYPICAL SECTION N.T.S LEGEND -- —284— — --- EXISTING CONTOUR 284 PROPOSED CONTOUR BOUNDARY --- PUBLIC UTILITY EASEMENT PRIVATE ACCESS EASEMENT -- -• - - -- LOT UNE LME---------- FIRE LANE ST ST ST EXISTING STORM SEWER PIPE ST ST ST PROPOSED STORM SEWER PIPE -W-W- EXISTING WATER LINE W-8 PROPOSED WATER LINE S-8 EXISTING SANITARY SEWER LINE S-8 PROPOSED SANITARY SEWER UNE PROPOSED 6' DUMPSTER SCREEN FENCE ` PROPOSED BUFFER WALL GAS GAS PIPELINE EXISTING WOOD FENCE PROPOSED IRRIGATION SLEEVES UE UE EXISTING UNDERGROUND ELECTRICAL FIRE HYDRANT GATE VALVES e o u PROPOSED BIKE RACK PROPOSED SIDEWALK RAMP Q PROPOSED AREA INLET PROPOSED SIDEWALK wrrw■ t w.. i �. i aa..■ SILT FENCE CONSTRUCTION EXIT EXISTING LANDSCAPING ttur»rIt rnllr�l�� �■I■t• DISTURBED AREA LIMITS wwrwwrrrwwrwwwww ACCESSIBLE ROUTE ACCESS EASEMENT (8727/167) SHARED PARKING ACCESS EASEMENT (8727/167) PRIVATE DRAINAGE EASEMENT (8727/167) �r U . :.r A.E.(8727/167) BV PLASTIC SURG.EIRY . NORTH FOREST S UBDI VISION BL 0 CIS f, LOT IE --R 1 2809 EARL RUDDER FREEWAY COLLEGE STATION, TX i NYLOPLAST ROUND DROP-IN GRATE, COLOR BLACK 12” DIAMETER UNLESS NOTED OTHERWISE PIPE & GRATE 'ADS NYLOPLAST GRATE FRAME TO BE FLUSH W/ ADAPTER W/ PROPOSED (�,.) GRADE \j\ HDPE OR \ \ \fi PVC PIPE \ i ``� PDVC ; /\f /� PER PLANS IEE v • INLET SIZE IS NOTED IN THE PLAN N VIEW NYLOPLAST DROP-IN GRATE AREA DRAIN DETAIL N.T.S. HDPE OR Pvc 90, BEND UTILITY NOTES: 1'. ALL ELECTRICAL UTILITIES ARE TO BE INSTALLED E PER C O LLEGE •5TAT10N 'll UTIU71ES PLANS & SPECIFICATIONS. STRUCTURAL BACKFILL AREAS -ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN 3, OF PAVEMENT. SEE DETAIL GRADING PLAN. PRIVATE WATERLINE AND PRIVATE SANITARY SEWER UNE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PLUMBING CODE. CLEANOUTS SHALL BE INSTALLED PER PLUMBING CODE. PRIVATE LINE SERVICE MATERIAL - PIPE TO BE ACCORDANCE WITH PLUMBING CODE. .5. CONTRACTOR SHALL COORDINATE CONDUIT AND/OR LINE INSTALLATION FOR TELECOMMUNICATION PROVIDERS FOR THE SITE. I. DEPTH OF THE EXISTING WATERLINES TO BE VERIFIED BY THE CONTRACTOR. REFER TO PLAN VIEW FOR WATER SERVICE UNE LOCATIONS. . WATER SERVICE MATERIAL - TYPE "K" COPPER TUBING. L FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6" SHALL!' BE PLACED BY HAND, AND COMPACTED AROUND THE CAST IRON PIPE BEFORE BACKFILL 'HAS BEGUN BY ANY MECHANICAL EQUIPMENT. 10. ALL CONCRETE BLOCKING SHALL BE MIN. 28 DAY STRENGTH = 2000 PSI. 1. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 12. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL ALL CONCRETE HAS REACHED 7 DAY STRENGTH. 13. ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS OTHERWISE DIRECTED. 14. ALL SEWER LINES SHALL BE SLEEVED WITH 8" SCH 40 PVC PIPE, WHERE PIPE IS UNDER PAVEMENT AND CROSSES WATER LINES. • AL STRUCTURAL PAVEMENT BACKFILL STRUCTURE EXCAVATED MAIERIAL BACKFILL PER PAVING BACKFILLED AND COMPACTED PLAN ACCORDING TO. 901 g COMPACTED CEMENT STABI— I.�•i l I XI SAND, IX SACK/CY, &�j.� f�. ONLY.SPADE LIFTS INTO PLACE, TO FILL — ir `IJVALL VOIDS AROUND ►QMANUALLY CONSOLIDATE OPTIMUM MOISTURE. PIPE O.D. \� ';. ;t. �,- ♦ BANK SAND. SPADE LIFTS13 .•,;,. t• yti. PLAC (6" MIN) BNTO TO FILL TALL VO QST PIPE AROUND PIPE O.D. THE TRENCH BOTTOM SHALL BE GRADED SO AS TO PROVIDE UNIFORM i2' MIN. REVIEWED AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLESCOMPLIANC BEDDING AND. TRENCH BAC MAY 10 z01z DETAIL FOR PVC SANITARY SEW M AND WATER PIPE COLLEGE STATI N.T.S. ENGINEERINC DRAINALOr.h7f & UTILITY,:, PLAN NO STRUCTURAL STRUCTURAL PAVEMENT CLEAN, EXCAVATED MATERIAL BACKFILL BACKFILL STRUCTURE1 PER PAVING BACKFILLED AND COMPACTED PLAN ACCORDING TO MO -TECHNICAL REPORT COMPACTED CEMENT STABI- LIZED SAND, 13,E SACK/CY, Qo PUGMILL ONLY: SPADE BY 12" MIN aao°o o°Oo°oa°o' LIFTS INTO PLACE, TO PILL ALL VOIDS AROUND PIPE. 000 0 00°00°o MANUALLY CONSOLIDATE AT oQ Q° OPTIMUM MOISTURE. 00 OQ PIPE O.D. °oo a°o °o°o °oao COMPACTED CEMENT STABI- (6" MIN) E PIPE ( LIZEQ SAND, % SACK/CY, ' PUGMILL ONLY. SPADE BY O.D. ttt •"' --- LIFTS INTO PLACE, TO FILL ALL ALL VOIDS AROUND PIPE. THE TRENCH BOTTOM SHALL BE CONSOLIDATE A7 GRADED SO AS TO PROVIDE UNIFORM " MIN. 1 2 OPTIMUM MOISTURE. AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES BEDDING AND TRENCH BACK ILL DETAIL FOR HDPE & RCP STORM PIPE N.T.S. LEGEND -- —284— — --- EXISTING CONTOUR 284 PROPOSED CONTOUR BOUNDARY --- PUBLIC UTILITY EASEMENT PRIVATE ACCESS EASEMENT -- -• - - -- LOT UNE LME---------- FIRE LANE ST ST ST EXISTING STORM SEWER PIPE ST ST ST PROPOSED STORM SEWER PIPE -W-W- EXISTING WATER LINE W-8 PROPOSED WATER LINE S-8 EXISTING SANITARY SEWER LINE S-8 PROPOSED SANITARY SEWER UNE PROPOSED 6' DUMPSTER SCREEN FENCE ` PROPOSED BUFFER WALL GAS GAS PIPELINE EXISTING WOOD FENCE PROPOSED IRRIGATION SLEEVES UE UE EXISTING UNDERGROUND ELECTRICAL FIRE HYDRANT GATE VALVES e o u PROPOSED BIKE RACK PROPOSED SIDEWALK RAMP Q PROPOSED AREA INLET PROPOSED SIDEWALK wrrw■ t w.. i �. i aa..■ SILT FENCE CONSTRUCTION EXIT EXISTING LANDSCAPING ttur»rIt rnllr�l�� �■I■t• DISTURBED AREA LIMITS wwrwwrrrwwrwwwww ACCESSIBLE ROUTE ACCESS EASEMENT (8727/167) SHARED PARKING ACCESS EASEMENT (8727/167) PRIVATE DRAINAGE EASEMENT (8727/167) �r U . :.r A.E.(8727/167) BV PLASTIC SURG.EIRY . NORTH FOREST S UBDI VISION BL 0 CIS f, LOT IE --R 1 2809 EARL RUDDER FREEWAY COLLEGE STATION, TX i NYLOPLAST ROUND DROP-IN GRATE, COLOR BLACK 12” DIAMETER UNLESS NOTED OTHERWISE PIPE & GRATE 'ADS NYLOPLAST GRATE FRAME TO BE FLUSH W/ ADAPTER W/ PROPOSED (�,.) GRADE \j\ HDPE OR \ \ \fi PVC PIPE \ i ``� PDVC ; /\f /� PER PLANS IEE v • INLET SIZE IS NOTED IN THE PLAN N VIEW NYLOPLAST DROP-IN GRATE AREA DRAIN DETAIL N.T.S. HDPE OR Pvc 90, BEND UTILITY NOTES: 1'. ALL ELECTRICAL UTILITIES ARE TO BE INSTALLED E PER C O LLEGE •5TAT10N 'll UTIU71ES PLANS & SPECIFICATIONS. STRUCTURAL BACKFILL AREAS -ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN 3, OF PAVEMENT. SEE DETAIL GRADING PLAN. PRIVATE WATERLINE AND PRIVATE SANITARY SEWER UNE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PLUMBING CODE. CLEANOUTS SHALL BE INSTALLED PER PLUMBING CODE. PRIVATE LINE SERVICE MATERIAL - PIPE TO BE ACCORDANCE WITH PLUMBING CODE. .5. CONTRACTOR SHALL COORDINATE CONDUIT AND/OR LINE INSTALLATION FOR TELECOMMUNICATION PROVIDERS FOR THE SITE. I. DEPTH OF THE EXISTING WATERLINES TO BE VERIFIED BY THE CONTRACTOR. REFER TO PLAN VIEW FOR WATER SERVICE UNE LOCATIONS. . WATER SERVICE MATERIAL - TYPE "K" COPPER TUBING. L FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6" SHALL!' BE PLACED BY HAND, AND COMPACTED AROUND THE CAST IRON PIPE BEFORE BACKFILL 'HAS BEGUN BY ANY MECHANICAL EQUIPMENT. 10. ALL CONCRETE BLOCKING SHALL BE MIN. 28 DAY STRENGTH = 2000 PSI. 1. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 12. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL ALL CONCRETE HAS REACHED 7 DAY STRENGTH. 13. ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS OTHERWISE DIRECTED. 14. ALL SEWER LINES SHALL BE SLEEVED WITH 8" SCH 40 PVC PIPE, WHERE PIPE IS UNDER PAVEMENT AND CROSSES WATER LINES. • AL STRUCTURAL PAVEMENT BACKFILL STRUCTURE EXCAVATED MAIERIAL BACKFILL PER PAVING BACKFILLED AND COMPACTED PLAN ACCORDING TO. 901 g COMPACTED CEMENT STABI— I.�•i l I XI SAND, IX SACK/CY, &�j.� f�. ONLY.SPADE LIFTS INTO PLACE, TO FILL — ir `IJVALL VOIDS AROUND ►QMANUALLY CONSOLIDATE OPTIMUM MOISTURE. PIPE O.D. \� ';. ;t. �,- ♦ BANK SAND. SPADE LIFTS13 .•,;,. t• yti. PLAC (6" MIN) BNTO TO FILL TALL VO QST PIPE AROUND PIPE O.D. THE TRENCH BOTTOM SHALL BE GRADED SO AS TO PROVIDE UNIFORM i2' MIN. REVIEWED AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLESCOMPLIANC BEDDING AND. TRENCH BAC MAY 10 z01z DETAIL FOR PVC SANITARY SEW M AND WATER PIPE COLLEGE STATI N.T.S. ENGINEERINC DRAINALOr.h7f & UTILITY,:, PLAN PARADING CONSTRUCTION NOTES; ZONED R -12"x4` WIRE MESH GEORGE D WARD ZONED R-1 ZONED R-1 ZONED -R-1 BLOCK 2 ZONED R-1 BRYNILDSEN GORDON A LEARY MARGARET SEIBERT DARREN M JR. FASTENED TO T=POST 1, HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V:12H. IND SARAH SCHW& SUZANNE KATHERINE & ALLISON L �I LOT2 I j ( SEDIMENT CONTROL FABRIC 2. THE TOPOGRAPHY SHOWN is FROM FIELD SURVEY DATA. BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 i I EROSION CONTROL NOTES' FASTENED SECURELY TO I LOT 3 I LOT 4 I LOT 5 I LOT 6 ( 1. THE CONTRACTOR SMALL BE RESPONSIBLT-POST & WIRE MESH 3. STRUCTURAL BACKFILL FOR UTILITY OR STORME FOR VERIFYING METAL T -POST 6 OF FILTER FABRIC TO EXTEND THE TRENCH IS WITHIN 5' OF PAVEMENT OR DRAIN TRENCHEIS REQUIRED WHENEVER SIDEWALK. THE EXACT LOCATION OF ALL EXISTING UNDERGROUND AS REQ'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED - - " - - - - SUBDIVISION ` - - - _ - - - - - - - - _ NORTH. FOREST - - - - - - _ - - UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 SPACED 6' APART WITH COMPACTED BACK FILL 4, THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR - - - - - - - - - - " - "- - - - - "' - ` - - - ' - HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. ALLOW 2_5' TO s' AT TOE of ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE 6005 130 SILT FENCE AND/OR / DIG TESS: (800) 344-8377 SLOPE FOR SEDIMENT TO REQUIRED TO MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED HAY BALES TO BE ACCUMULATE. ALIGN FENCE ATMOS ENERGY: (800) 545-6Q05 USED IN AREAS OF ,/ ; ' ,/ ALONG SLOPE CONTOURS. CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS (800) 344-8377 DRAINAGE FLOW. i : SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. SUDDEN LINK COMMUNICATIONS: (979) $46-2229 NATURAL GROUND /" ,'f.r DIRECT°F IoW 5. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AR __ �-- -- VERIZON: ($00) 344-8377 FAc �\� /u\ !�l ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL --�- 4� RECEIVE 6" SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD .OR HYDROMULCH. ----- 2, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE � J •, �,,:ff�; �► WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND 4"X4" MIN. TRENCH 4" L I PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS %° ; 20 6. SELECT FILL TO BE PLACED UNDER THE BUILDING SLAB SHALL BE IN ACCORDANCE WITH INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND ^ ' THE GEOTECHNICAL ENGINEERING STUDY. 1 1 SILT FENCE AS NECESSARY. I i W, 7. BACKFILLING OF THE PERIMETER GRADE BEAM OF THE BUILDING AND AND FILL MATERIAL _ _Z _ - - 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND PLACEMENT AROUND THE EXTERIOR OF THE BUILDING SHALL - BE PERFORMED IN =3- - --a -� MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. SILT FENCE ASSEMBL 1 ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING STUDY. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER --• - - - r-�. - _ EVERY RAINFALL EVENT OF 1/2" OR MORE. THE \ -- ---- -- -- - -- -- - - - - - - - � -- - - -- -- - - - - - - --- - _._- - - - - - _....CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE -- T - - - ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION 14 SLT i�NCE ____ ( OF THIS PROJECT. / W-6 *� W-6 W-6 W-6 W-6 W-6 W-6 W-6 W-6- W-6 259.42 TW/8C\ 259.43 7W/BC 259.21 TW 2ssas 7w ''`� -r1 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES 1nOLED 1/4` TO 1/2' DF3P CONSTRUCTION SITES. GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR tXxiTMJOINTS M BE aU UE UE E UE U` U� t3 UE UE � UE S U£ ~ UE_'. ""` E GAS AS GAS GAS GAS GAS GAS GAS GAS A`s 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE - _ DISTURBED .•• , .. I ° 2so_ao TG - - - _ - - - - - - , - - _ AREAS AFTER CONSTRUCTION IS COMPLETE BY ! ,�?. ,•t.• 4" - - - __ '- - - - -' - - - - - - - - - - HYDROMULCHENG AND SEEDING ALL DI = tib•:•••:; --STURBED AREAS. SANDBAG I - _ -I-_ r« ,s I : ; • - so.00-•Tc CURB j _ OPEMNO 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 00 I I L!26O.A16i z260.00 FL , . 2010 CITY OF BRYAN /COLLEGE STATION STANDARD 1. EXPAHSIONI JOINT SEMANr 70 BE SONOODRN SL -1 OR APPROYM - - _ SPECIFICATIONS AND DETAILS FOR WATER. ALL ! �- ! I i t 26M 6 Tw _ CONSTRUCTION SHALL BE COORDINATED WITH THE CITY 2. EXPANSION JOINTS SHALL BE SPACED AT 80' MAtaa11,1 INTONAM 1 I T ` i I t • : s Y 'C �_ �. ` ENGINEER'S OFFICE AND WELLBORN SUD STAFF. SMEWALK CONTRACTION JOINT DETAIL jjj I I , 11 W-8 - Lot 10 0.363 AC A -P MUCO VERDE, LLC. IN, s ■� zX 1. SIDIO ALK JOINT SEALANT TO BE SONOBORN SL -1'- 69.1, APPROVED EQUAL. 0.5' CURB HEIGHT 0.0' CURB HEIGHT 6' (MAX) 2. SIDEWAIX EXPANSION JOINTS SHALL i BE SPAAT 8O' UMM M HiTEBVALS. • - 3. SIDEWAIX CONTRACTIONI JOINTS SHAIIL BE SPACED AT A MAXIMUM iNTETRMAL MAIL TO w o RAM TAIL AT PARKING AREAS 4. SIDEWALK RE *MRC81ENr TO BE #4 BARS O 10i6 0.C.E OR 03 RARE 12" TYPICAL PDE Anew ft STMT BASKET WEAVE PATTT RtI OR A5 DIRECTED. Lot 1D LAY FULL-SIZE uMTs FIRST FauowsD BY cuasuRs uMTs 0-M ,ACI CUT�DE IE A°PM.EA w �m ° PA ITTS AMS � PUNIT. 1ER SAW A -P LAIT TEXAS, LLC. ��,1 / Lot 18 0357 AC A -P MUCO VERDE, LLC. SCALE IN FEET \?�o� 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD L: THE SEAL. APPEARING ON THIS DOCUMENT WAS AUTHORIZED .....::..:... BOUNDARY 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY :: -- - EXISTING CONTOURS JOSEPH P SCH J ULTZ, P.E., LICENSE REQUIREMENTS. NO. 65889 ON APRIL 27, 2012. X261.08 7W / 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL t T��� �+ GRATE INLET PROTECTION SURVEYED DESIGNED �� I■ SILT FENCE MEASURES ONCE GRASS IS ESTABLISHED. APPROVED INLET PROTECTION ^-260.68 FL / DATE KERR SEAL' WnH JOINT I MARIA - 3/4" SMOOTH DDS, OR BC BACK OF CURB DLD JPS N. APRIL 2012 ..: 40 Lot 1E -R2 TP TOP OF PAVEMENT 4' THICK {MIN) REINFORCED �•+:•++� •+• �•+ •� 03/ / AC / CONCSI WALK EXPANSION JOINT { 000 PS . 28 -DAY STRENGTH) JOINT FILER AL OR PLASTIC CAP, INSIDE / MAXNON-EXTRUDING CURB & GUTTER DIAMETER 70 BE 1/18" GREATER cm Ir ,. .• a• • .. �' •. •7WDIAMETER 2.10i QE DOM BAR 12" -.? r •� :•,�.. :- 17 SIDEWALK EXPANSION JOINT DETAIL '� - 2 SAND CUSHION (AS NECESSARY) 3 DOWELSWHERE 24!'CING ON CURB 12--11 -� ALK ABUTS COMPACTED SUBGRADE OR #4®18' OC.£.W.VARIABLE 0.0 CURB HEIGHT CURB HEIGHT --- -" - - - -- CONCRETE SIDEWALK CROSS SECTION ,,DETECTABLE WARNING PAVERS NTS 0 0 0 0 0 0 0 0 0 o°00°0n°0000�00°0�t°0p� 0°a°o°° � TRUNCATED DOME SURFACE X N.ET PI3C+1'I cmm N,ET PRC1'� SIDEWALK 0 0 0 0 0 o 0°0°°00°0°°a�LSny0 00 LANDING / -- -air0 0000 inrwwmw WrIM 000°000°0°°°000°000 zX 1. SIDIO ALK JOINT SEALANT TO BE SONOBORN SL -1'- 69.1, APPROVED EQUAL. 0.5' CURB HEIGHT 0.0' CURB HEIGHT 6' (MAX) 2. SIDEWAIX EXPANSION JOINTS SHALL i BE SPAAT 8O' UMM M HiTEBVALS. • - 3. SIDEWAIX CONTRACTIONI JOINTS SHAIIL BE SPACED AT A MAXIMUM iNTETRMAL MAIL TO w o RAM TAIL AT PARKING AREAS 4. SIDEWALK RE *MRC81ENr TO BE #4 BARS O 10i6 0.C.E OR 03 RARE 12" TYPICAL PDE Anew ft STMT BASKET WEAVE PATTT RtI OR A5 DIRECTED. Lot 1D LAY FULL-SIZE uMTs FIRST FauowsD BY cuasuRs uMTs 0-M ,ACI CUT�DE IE A°PM.EA w �m ° PA ITTS AMS � PUNIT. 1ER SAW A -P LAIT TEXAS, LLC. ��,1 / Lot 18 0357 AC A -P MUCO VERDE, LLC. SCALE IN FEET t/ FIRM # 12327 SCHULTZ ENGINEERING, LLC .BV .PLA ,S TIC S UR SER Y NORTH FOREST SUBDIVISION BLOCK 1, LOT IE --R 1 2509 EARL RUDDER FREEWAY COLLE CE STATION, TX ./, _L--f� j,____,_ \ TRUNCATED DOME PA7TERIV zmRmp 3 FEW AROUND PAVER RNSET '�"'' ' =TETf DOM£ lRFWAR A ACE ' Wfii! is ` P s sPEf�iTCAM oR" CONTROT. JORiT E 3ARE Mtk. +» ISI As RI���ED T No. 3 REBAR AT tU APPLTG RS ECRiCJITiCNS 18' (11/Ut:) ON-CENTER BD WAYS SEG77ONA A DETECTABLE WARNING PAVERS N.T.S GRADING, SIDEWALK & EROSION CONTROL PLA, ENGINEERING '':::>:.It • ■... EBY n n rl L: THE SEAL. APPEARING ON THIS DOCUMENT WAS AUTHORIZED .....::..:... BOUNDARY V L l I g, :: -- - EXISTING CONTOURS JOSEPH P SCH J ULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON APRIL 27, 2012. ,:. College Station, Texas 77845 979.764.3900 TBPE NO. 12327 ISSUED FOR CONSTRUCTION SURVEYED DESIGNED �� I■ SILT FENCE DRAWN APPROVED INLET PROTECTION JOB NO. DATE KERR DLD BC BACK OF CURB DLD JPS 12-206 APRIL 2012 t/ FIRM # 12327 SCHULTZ ENGINEERING, LLC .BV .PLA ,S TIC S UR SER Y NORTH FOREST SUBDIVISION BLOCK 1, LOT IE --R 1 2509 EARL RUDDER FREEWAY COLLE CE STATION, TX ./, _L--f� j,____,_ \ TRUNCATED DOME PA7TERIV zmRmp 3 FEW AROUND PAVER RNSET '�"'' ' =TETf DOM£ lRFWAR A ACE ' Wfii! is ` P s sPEf�iTCAM oR" CONTROT. JORiT E 3ARE Mtk. +» ISI As RI���ED T No. 3 REBAR AT tU APPLTG RS ECRiCJITiCNS 18' (11/Ut:) ON-CENTER BD WAYS SEG77ONA A DETECTABLE WARNING PAVERS N.T.S GRADING, SIDEWALK & EROSION CONTROL PLA, ENGINEERING LEGEND l BOUNDARY -- - EXISTING CONTOURS PROPOSED CONTOURS - - LOT UNE -- - - - - - - - - - - EXIS.II14G EASEMENT �� I■ SILT FENCE INLET PROTECTION 261.08 TW SPOT ELEVATION BC BACK OF CURB TW TOP OF SIDEWALK FL FLOW LINE TS TOP OF SLAB TP TOP OF PAVEMENT SCALE VERTICAL HORIZONTAL 1 °=20' PLOTTING SCAM: 1:1 FILE NAME: 12-206 r ac CLS �0 Lb 0 N.T.S. 20 10 0 20 SCALE IN FEET LMLnY DEMAND WATER DEMAND PER BUILDING MINIMUM 0 GPM AVERAGE 9 GPM MAXIMUM (PEAK) 35 GPM 1" DOMESTIC WATER METER SANITARY SEWER DEMAND (® 903 OF WATER DEMAND) AVERAGE 8 GPM MAXIMUM (PEAK) 32 GPM 6" SANITARY SEWER LINE PAWING ANALYSIS (8V PLASTIC SURGERY) REQUIRED PARKING: 4,876 SF MEDICAL CLINIC 1 SPACE PER 200 SF 25 SPACES 25 SPACES REQUIRED TOTAL 1 HANDICAP SPACE REQUIRED 9' WIDTH, 18' LENGTH TYP. PROPOSED PARKING: 5 SPACES PARKING DEDICATED 19 SPACES FROM SHARED PARKING 1 SPACE HANDICAP PARKING DEDICATED 25 SPACES TOTAL EXISTING - FIRE HYDRANT ±80 LF ELECTRIIC ITIANSFORMER --..- .- -- - - -. - -SERVICE (SEE SUE SCM `� _.PRppOSEp (Boom NOTE 16) SIDEWALK NOTE 116) r____ --tom CSF Dt3'C x*11ItNCE PROPOW) DRAINAGE SWAM Lot 1E -R2 0.371 AC r. A -P / MUCO VERDE, LLC. / >-A/C COJrPF'168?3M ! t r A -PROPOSED PFWA'tE AREA EXISTING AREA INLET Lot 1D 0.531 AC A -P LAIT TEXAS, LLC. 1 SUMMARY - PARKING ANALYSIS (NORTH FOREST PROFESSIONAL PARK) RESERVED 12"x18" reflective finish metal 183 SPACES REQUIRED sign 210 SPACES PROVIDED Q, 7 HANDICAP SPACES REQUIRED 9 HANDICAP SPACES PROVIDED 27 SPACES FOR FUTURE DEVELOPMENT 1,, : 12"x9' reflective finish metal sign rn aa� s 2x2 galvanized steel tube column cn set in concrete footing. UNE TABLE LINE # LENGTH DIRECTION L1 33.08' S78' 00' 27.00"W L2 14.98' N4V 01' 35.67'W Provide galvanized steel cap welded otop 1 of tube. 'Point tube and cap. "1 All characters must be Curve Table C LI1� 60" minimum above CURVE # LENGTH RADIUS DELTA I TANGENT I CHORD I CHORD DIRECTION 8" rade or sidewalk. Ci 15.75' I 1o.0o' I oq(r13',l 10.04' 14.17' 1 N8939'12`E ADA SIGN DETAIL N.T.S. JOSEPH P. S FIRM # 12327 SCHULTZ ENGINEERING, LLC LEGEND -- - -- -- - - --284-- -- - - - - EXISTING CONTOUR 284 PROPOSED CONTOUR BOUNDARY -- PUBLIC UTILITY EASEMENT • PRIVATE ACCESS EASEMENT --••-•- - - - - LOT LINE FIRE LANE ST ST -- ST EXISTING STORM SEWER PIPE ST ST ST PROPOSED STORM SEWER PIPE w w EXISTING WATER UNE W-8 PROPOSED WATER LINE 5-8 EXISTING. SANITARY SEWER UNE S-8 PROPOSED SANITARY SEWER LINE PROPOSED 6' DUMPSTER SCREEN FENCE PROPOSED BUFFER WALL GAS GAS PIPELINE EXISTING WOOD FENCE PROPOSED IRRIGATION SLEEVES UE UE EXISTING UNDERGROUND ELECTRICAL VEHICLE LAY OF HOSE FIRE: HYDRANT GATE VALVES n n n PROPOSED BIKE RACK PROPOSED SIDEWALK RAMP PROPOSED AREA INLET j:�.:? PROPOSED SIDEWALK ■ "M SILT FENCE CONSTRUCTION EXIT y EXISTING LANDSCAPING DISTURBED AREA LIMITS ACCESSIBLE ROUTE ACCESS EASEMENT (8727/167) SHARED PARKING ACCESS EASEMENT (8727/167) & (10420/238) PRIVATE DRAINAGE EASEMENT (8727/.167) & (10420/238) P.U.E. - 87 15 z7 7 DRAINAGE FLOW DIRECTION VICINITY MAP 1. THE OWNER OF THE PROPERTY IS M&S RUDE FAMILY LIMITED PARTNERSHIP. THE SUBJECT PROPERTY IS LOT 1E -R1, BLOCK 1 OF THE NORTH FOREST SUBDIVISION, PROPERTY IS ZONED A -P. 2. THE DISTURBED AREA FOR THIS PROJECT IS 0.48 ACRES (20,715 SF). 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE & UTILITY PLAN. 4. LANDSCAPING AND IRRIGATION DESIGN ARE EXISTING. SEE THE ATTACHED LETTER AND ILANDSCAPE PLAN FOR NORTH FOREST PROFESSIONAL PARK PHASE 11 (PROJECT N0. 7-500257). THE PROPOSED SITE PLAN IMPROVEMENTS WILL INCLUDE REMOVAL OF 6 NON -CANOPY TREES FOR A TOTAL OF 240 POINTS REMOVED. THE TOTAL LANDSCAPE POINTS REMAINING WILL BE 6,800 TOTAL POINTS WHICH IS GREATER THAN THE 5,757 REQUIRED FOR PHASE 2. ALL OTHER EXISTING LANDSCAPING SHALL BE PROTECTED ROM DAMAGE DURING CONSTRUCTION. 5. ' 1 E IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 6. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE V -B 011 4,876 SF IS 2,000 GALLONS PER MINUTE. TWO. HYDRANTS ARE REQUIRED. THE EXISTING HYDRANTS WILL BE UTILIZED. 7. (TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 8. ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS MAP NUMBER 48041 CO163-D EFFECTIVE FEBRUARY 9, 2000. THE PROPERTY IS NOT LOCATED IN THE 100 YEAR FLOOD HAZARD AREA. 9. PUBLIC WATER AND SANITARY SEWER IMPROVEMENTS ARE EXISTING. 10. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2010 STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR STREETS & DRAINAGE. 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL. NOT PROJECT! BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AN CERTIFICATE OF QCCUPANCY. 12. ALL PARKING SPACES ARE 9' WIDE BY 18' DEEP WITH 2' OVERHANG UNLESS NOTED, THERWISE. 13. 1 E DUMPSTER AND ENCLOSURE ARE EXISTING. 14. ROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE LIDO.,'', 15. F OR THE PURPOSES OF SIGNAGE AND NRA STANDARDS, THIS SUBDIVISION SMALL BE CONSIDERED ONE BUILDING PLOT. 16. LL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES PECIFICATIONS AND PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR BV PLASTIC SURGERY. CSU ELCTRICAL CONTACT: SAM WEIDO ELECTRIC PROJECT COORDINATOR CITY OF COLLEGE STATION UTILITIES PH: 979-764-6314 II SFNERAL NOTES: 1. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 2. PAVEMENT SM DEPTHS: ALL PAVEMENT IS EXISTING AND IS 6" CONCRETE PAVEMENT IN FIRE LANES( AND TRADUMPSTER AREA, AND 5" IN ALL OTHER LOCATIONS. 3. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. 4 CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 1-800-DIG-TESS. 5. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTIUTY MAP D CUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD E IDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS --BUILT CONDITIONS. 6. B hill SETBACK LINES SHALL eE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DVELOPMENT ORDINANCE. �I 7. A ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR I LATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT �h IllIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH S EENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A U , IRED APPEARANCE �I 8. Pi US SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. 9. IS PROJECT IS LOCATED WITHIN THE NORTH FOREST PROFESSIONAL PARK BUILDING PLOT. EACH B JILDING WILL BE REQUIRED TO MEET THE ADDITIONAL STANDARDS FOR 20,000 SF PLOTS OR G EATER (LIDO SECTION 7.9D) THE TOTAL BUILDING AREA FOR NORTH FOREST PROFESSIONAL PARK IS 37366 SF FOR THE 3 EXISTING BUILDINGS AND THIS PROPOSED BUILDING. UM REVIEWED SCRREVIEWED FRE C%O)MPLIANCECOMPI1A C 11AY 10 2012 MAY 10 2012 COLLEGESTATI v ...� O A 10 C►t.3�.��.��. . ENOINEEIN DEV�LOpIu6EIaTRV1CS' PLAT FILA SITE PLAN BV. PLASTIC SURGI NORTH FOREST SUBDIVI 113 0 .1• BLOCK 1 1 LOT 1E - 810.59 ACR S +W Li (10420/238) 'OT REOkr 1F'j {� MORGAN RECTOR LEAGUE, A--46 COLLEGE STATION, BRAZOS COUNTY, TE AS SCALE: 1"=20' APRIL 2012 OWNER/DEVELOPER: APPLICANT/ENGINEER: M&S RUDE FAMILY LIMITED PARTNERSHIP SCHULTZ ENGINEERING, LLC. 4744 JOHNSON CREEK LOOP TBPE Firm Reg. No. 12327 COLLEGE STATION, TX 77845 2730 Longmire Drive, Suite A (979) 690-2418 College Station, Texas 77845 P.O. Box 11995 College Station, Texas 77842 SURVEYOR: (979) 764-3900 Brad Kerr, RPLS No. 4502 Kerr Surveying, LLC 409 N. Texas Ave. Bryan, Texas 77803 (979) 268-3195 BV PLASTIC SUR GER Y .NORTH FOREST SUBDIVISION BLOCK 1, LOT 1.E --R 1 2809 EARL RUDDER .FREE TYA Y COLLEGE STATION. TX SITE PLAN SCALE VERTICAL HORIZONTAL 1:1 PLOTTING SCALE: 1:1 FILE NAME: 12-206 SHEET G 0 t ■. .. �n ren :: f� Cg e THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY . :.. .. JOSEPH P. SCHULTZ, IllLICENSE 2730 Longmire, Suite A NO. 65889 ON APRIL 27, 2012. :.. -.. - , College Station, Texas 77845 979.764.3900 TBPE NO. 12327 ISSUED FOR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JOB NO., DATE KERR DLD DLD JPS 12-206 APRIL 2012 JOSEPH P. S FIRM # 12327 SCHULTZ ENGINEERING, LLC LEGEND -- - -- -- - - --284-- -- - - - - EXISTING CONTOUR 284 PROPOSED CONTOUR BOUNDARY -- PUBLIC UTILITY EASEMENT • PRIVATE ACCESS EASEMENT --••-•- - - - - LOT LINE FIRE LANE ST ST -- ST EXISTING STORM SEWER PIPE ST ST ST PROPOSED STORM SEWER PIPE w w EXISTING WATER UNE W-8 PROPOSED WATER LINE 5-8 EXISTING. SANITARY SEWER UNE S-8 PROPOSED SANITARY SEWER LINE PROPOSED 6' DUMPSTER SCREEN FENCE PROPOSED BUFFER WALL GAS GAS PIPELINE EXISTING WOOD FENCE PROPOSED IRRIGATION SLEEVES UE UE EXISTING UNDERGROUND ELECTRICAL VEHICLE LAY OF HOSE FIRE: HYDRANT GATE VALVES n n n PROPOSED BIKE RACK PROPOSED SIDEWALK RAMP PROPOSED AREA INLET j:�.:? PROPOSED SIDEWALK ■ "M SILT FENCE CONSTRUCTION EXIT y EXISTING LANDSCAPING DISTURBED AREA LIMITS ACCESSIBLE ROUTE ACCESS EASEMENT (8727/167) SHARED PARKING ACCESS EASEMENT (8727/167) & (10420/238) PRIVATE DRAINAGE EASEMENT (8727/.167) & (10420/238) P.U.E. - 87 15 z7 7 DRAINAGE FLOW DIRECTION VICINITY MAP 1. THE OWNER OF THE PROPERTY IS M&S RUDE FAMILY LIMITED PARTNERSHIP. THE SUBJECT PROPERTY IS LOT 1E -R1, BLOCK 1 OF THE NORTH FOREST SUBDIVISION, PROPERTY IS ZONED A -P. 2. THE DISTURBED AREA FOR THIS PROJECT IS 0.48 ACRES (20,715 SF). 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE & UTILITY PLAN. 4. LANDSCAPING AND IRRIGATION DESIGN ARE EXISTING. SEE THE ATTACHED LETTER AND ILANDSCAPE PLAN FOR NORTH FOREST PROFESSIONAL PARK PHASE 11 (PROJECT N0. 7-500257). THE PROPOSED SITE PLAN IMPROVEMENTS WILL INCLUDE REMOVAL OF 6 NON -CANOPY TREES FOR A TOTAL OF 240 POINTS REMOVED. THE TOTAL LANDSCAPE POINTS REMAINING WILL BE 6,800 TOTAL POINTS WHICH IS GREATER THAN THE 5,757 REQUIRED FOR PHASE 2. ALL OTHER EXISTING LANDSCAPING SHALL BE PROTECTED ROM DAMAGE DURING CONSTRUCTION. 5. ' 1 E IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 6. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE V -B 011 4,876 SF IS 2,000 GALLONS PER MINUTE. TWO. HYDRANTS ARE REQUIRED. THE EXISTING HYDRANTS WILL BE UTILIZED. 7. (TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 8. ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS MAP NUMBER 48041 CO163-D EFFECTIVE FEBRUARY 9, 2000. THE PROPERTY IS NOT LOCATED IN THE 100 YEAR FLOOD HAZARD AREA. 9. PUBLIC WATER AND SANITARY SEWER IMPROVEMENTS ARE EXISTING. 10. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2010 STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR STREETS & DRAINAGE. 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL. NOT PROJECT! BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AN CERTIFICATE OF QCCUPANCY. 12. ALL PARKING SPACES ARE 9' WIDE BY 18' DEEP WITH 2' OVERHANG UNLESS NOTED, THERWISE. 13. 1 E DUMPSTER AND ENCLOSURE ARE EXISTING. 14. ROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE LIDO.,'', 15. F OR THE PURPOSES OF SIGNAGE AND NRA STANDARDS, THIS SUBDIVISION SMALL BE CONSIDERED ONE BUILDING PLOT. 16. LL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES PECIFICATIONS AND PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR BV PLASTIC SURGERY. CSU ELCTRICAL CONTACT: SAM WEIDO ELECTRIC PROJECT COORDINATOR CITY OF COLLEGE STATION UTILITIES PH: 979-764-6314 II SFNERAL NOTES: 1. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 2. PAVEMENT SM DEPTHS: ALL PAVEMENT IS EXISTING AND IS 6" CONCRETE PAVEMENT IN FIRE LANES( AND TRADUMPSTER AREA, AND 5" IN ALL OTHER LOCATIONS. 3. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. 4 CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 1-800-DIG-TESS. 5. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTIUTY MAP D CUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD E IDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS --BUILT CONDITIONS. 6. B hill SETBACK LINES SHALL eE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DVELOPMENT ORDINANCE. �I 7. A ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR I LATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT �h IllIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH S EENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A U , IRED APPEARANCE �I 8. Pi US SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. 9. IS PROJECT IS LOCATED WITHIN THE NORTH FOREST PROFESSIONAL PARK BUILDING PLOT. EACH B JILDING WILL BE REQUIRED TO MEET THE ADDITIONAL STANDARDS FOR 20,000 SF PLOTS OR G EATER (LIDO SECTION 7.9D) THE TOTAL BUILDING AREA FOR NORTH FOREST PROFESSIONAL PARK IS 37366 SF FOR THE 3 EXISTING BUILDINGS AND THIS PROPOSED BUILDING. UM REVIEWED SCRREVIEWED FRE C%O)MPLIANCECOMPI1A C 11AY 10 2012 MAY 10 2012 COLLEGESTATI v ...� O A 10 C►t.3�.��.��. . ENOINEEIN DEV�LOpIu6EIaTRV1CS' PLAT FILA SITE PLAN BV. PLASTIC SURGI NORTH FOREST SUBDIVI 113 0 .1• BLOCK 1 1 LOT 1E - 810.59 ACR S +W Li (10420/238) 'OT REOkr 1F'j {� MORGAN RECTOR LEAGUE, A--46 COLLEGE STATION, BRAZOS COUNTY, TE AS SCALE: 1"=20' APRIL 2012 OWNER/DEVELOPER: APPLICANT/ENGINEER: M&S RUDE FAMILY LIMITED PARTNERSHIP SCHULTZ ENGINEERING, LLC. 4744 JOHNSON CREEK LOOP TBPE Firm Reg. No. 12327 COLLEGE STATION, TX 77845 2730 Longmire Drive, Suite A (979) 690-2418 College Station, Texas 77845 P.O. Box 11995 College Station, Texas 77842 SURVEYOR: (979) 764-3900 Brad Kerr, RPLS No. 4502 Kerr Surveying, LLC 409 N. Texas Ave. Bryan, Texas 77803 (979) 268-3195 BV PLASTIC SUR GER Y .NORTH FOREST SUBDIVISION BLOCK 1, LOT 1.E --R 1 2809 EARL RUDDER .FREE TYA Y COLLEGE STATION. TX SITE PLAN SCALE VERTICAL HORIZONTAL 1:1 PLOTTING SCALE: 1:1 FILE NAME: 12-206 SHEET G 0 0 \vl KJkJJU"JLVJtlK3JLAJiN OWNER/DEVELOPER:;wpm&'t'z t -ng: SCHEDULE OF SHEETS n -e-er & S RUDE FAMILY LIMITED PARTNERSHIP 4"(44UIMEK LUUP . .._...:::..:::�::....SI C 1 TPE VA:::: COLLEGE. STATION, TX 77845C2 GRADING A EROSION CONTROL PLAN TBPE FIRM REGISTRATION NO. 12327 C3 DRAINAGE & UTILITY PLAN 2730 LONGMIRE, SUITE A LS! LANDSCAPE PLAN COLLEGE STATION, TEXAS "77845 979o764.3900 ! OF !! 5(?'.......... i JOSEPH P. SCHULTZ 'i 65 F-12327 SCHULTZ ENGINEERING, LLC. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E. #65889 ON APRIL 27. 2012 ISSUED FOR CONSTRUCTION • • - •t:10m,=1111111BLOCK 2 & SUZANNE KATHERINE • - • . • , . a• - • • - SUBDIVISION :a- • -:I 6005/130 • •LOT 3 BLOCK.« •LOT 4 LOT 5a r SHARED PARKING• ACCESS EASEMENT ..71►:t�lw:'.i I�/�. A :�.:.�`T� • A wi:r i�T� �'i'.I. A A.: :r«.iTI` w :S. . -Z :..► �..�\/A`i'l _ :i:a �IT./r'I.L. .► 7. �yr�► r 7► . ��7�►`'��~� `/► �7� tI ��fr���T�� ►� ��������►��� C'1►,!_-�T%�1►.�'l��r'►•�►�tr`:�►11�.,Al,►�i►�►.., ��!!�►!>� ►.,1�,;;�►w� 1�!!►_;..►l-.SJ.Ii�►.�I;��j.►li,.lt►�►++►�.. r_ ''�l10�":w>l9♦�►,►���1l;.�!`i►1�,1���1►•-!��l;�►!!��';`�a'��%l,•+its►!�►!lla���';►�►�►;`;��►!`�`il�ll�►�!!'���Cl�►�;1���''i� ��►;�,l�►;l,�l�!!►,}i�i�►;!*M�;;l�+i+�i♦;!� ��►li+►!;N;�;l;�l;l���i�,►;l;�►!!�►l�;i��i'►�i+;�►l�l�, �.. .;�<,r`�lli�i�i*i�;+i►���l�►!!! !!s; ► �l�l�i ♦!� !�► ll�;� ♦ ►!�!!�► �!?;o; ♦!� ►lA1l►+;l;l;l;;��+l►l►!!A!►��,!'!!�!llrl►♦l,lt►;!'►;1�►!!;4►;;1;'!!*,;l;�j�,�!*�;;��;1��j►l;��l;;�' Hyl�1�`��jl;« j�A�►� 1'►1��;;j+;1!!1►!ll��j►���1�>ll���l+► ►1►� !!�.� �!i►��; •►l,,;l;� 11►1t,►1.�.!1!!��r11♦:�►�►r rail �ir�►���.�'�♦!!.:. ��► ♦.1 l,,l /►..�►...,► n ♦��> +��! �►,► t,.. ,.l..l..► �►_� .1►._�'�►�..! �► ♦ �► `•.,._ � �' ♦ ..� � . .,►^ _.�. �►���. ► .. ; ., � ..,:. "` � � �. .; `��1►��i►wis�iuf„ �a►�i�i•�s'��, �r��►�i►�� �}lrwz��'wl►, w����'�i�. �a►�l►��,�.•ri�rGa�, ,��tz�if. _��► .�:�► ��, !!�����. `!�!�, _, , , t�ILNMI �. _ �� :► - _ �������.��`�►i 8�1� . �l��OGt.�.., .,.... - - -�.1 :svim.m:,.+:LLa'am..ara�n+.�w.,.ra+1y->s��.L�. i ;i�Ai ��1�'6:'�dir. : i c'fs !yam a _ �•�" _ ,.'�'`.� \ All, COMMON AREA NORTH FOREST PROPERTY OWNERS ASSOCIATION 0.960 AC 10420/238 EXISTING WATER LINES EXISTING \\\\\\ FIRE HYDRANT 24' SHARED - ACCESS EASEMENT' 8727 1 67� A SHARED PARKING i0 ACCESS EASEMENT ! 8727/167 ADA 8DEWALK ♦ ♦� ♦RAMP SHARED PARKING ACCESS EASEMENT 8727/167 N.T.S. Lot 1C 0.363 AC A -P MUCO VERDE. LLC. 20 0 20 SCALE IN FEET unUTY DEMAND WATER DEMAND PER BUILDING MINIMUM 0 GPM AVERAGE 9 GPM MAXIMUM (PEAK) 35 GPM 1" DOMESTIC WATER METER SANITARY SEWER. DEMAND (® 90% OF WATER DEMAND) AVERAGE 8 GPM MAXIMUM (PEAK) 32 GPM 6" SANITARY SEWER UNE b� 1 i - ,'Lot 1E -RU~♦♦ OMO AC BV PLASTIC SUFiOW BLLLDDIG •! 1 S'it9Rtf 24 FT. SLOG HT- - - SERAW - - - -ELECM FUM 8 (BEA SFO SPEC IC PFKFOSM (SM ISIS N07E 16) C �i SCEYVALIC NOME 16) `` \ DRAK49IE SWALE Lot 1E -R2 0377 AC r � A -P 1 MUCO VERDE, LLC. II A/C COMPEi6BS0Ei13 I . SPACE AND Si[E'NQ \ �'- . °' IF'F-2111121Y II \ PROFD ' 1 4878 OF ADA PAR 01100 $ice 2650- -., ..- - --...... - - _i PROP06M PWAIE AFEA - Lot 1B QW AC A -P MUCO VERDE, LLC. �.l ff fix��� 1 .�tij�r����l���ii - - Nei n 1:�i�sll�ilf I- VIA L �►! , �IlAijf;l,%rA PARKING ANALYSIS {8N PLASTIC SURGE" - REQUIRED PARKING: r 11 4.876 SF MEDICAL CLINIC 1 SPACE PER 200 SF 25 SPACES 25 SPACES REQUIRED TOTAL 1 HANDICAP SPACE REQUIRED W WIDTH, 18' LENGTH TYP. PROPOSED PARKING: 5 SPACES PARKING DEDICATED 19 SPACES FROM SHARED PARKING 1 SPACE HANDICAP PARKING DEDICATED 25 SPACES TOTAL MAILBOX KIOSK SUMMARY - PARKING ANALYSIS (NORTH FOREST PROFESSIONAL PARK) 183 SPACES REQUIRED 210 SPACES PROVIDED 7 HANDICAP SPACES REQUIRED 9 HANDICAP SPACES PROVIDED 27 SPACES FOR FUTURE DEVELOPMENT UNE TABLE LINE 0 LENGTH DIRECTSON Ll 33•x8' 578' ao 27.CWW L2 14,9W N4W 01' 35.67'W Curve Table CURVE IF LENGTH RADIUS I DELTA TANGENT CH{}RD CHORD DIRECTION C1 15.75' 18.00' I x90'1356' I 10.04' 14.17' 1 NW39'12`E _THE �✓ r : ng.. 2730 Longmire, Suite A SEAL. APPEARING ON THIS DOCUMENT WAS AUTHOR ZLEDBY JOSEPH P. SCHULTZ P.E. LICENSE NO. 65889 ON APRIL 27, 2012. :.. - College Station, Texas 77845 --. - 979.764.3900 TBPE NO.12327 ISSUED FOR CONSTRUCTION SURVEYED DESIGNED DRAVVN APPROVED JOB NO. DATE KERR DLD DLD JPS 12-206 APRIL 2012 co a nom sign 2x2 galvanized steel tube column 11�1 l ;1;; ;!1 set in concrete footing. Provide galvanized steel cap welded o top l t of tube. Paint tube and cap. I 1 f hoEq 3 ! t m g 3 Cl i 3 All characters must be 60" minimum above J. rade or sidewalk. ADA SIGN DETAIL N.T.S. c'fs !yam a _ �•�" _ ,.'�'`.� \ All, COMMON AREA NORTH FOREST PROPERTY OWNERS ASSOCIATION 0.960 AC 10420/238 EXISTING WATER LINES EXISTING \\\\\\ FIRE HYDRANT 24' SHARED - ACCESS EASEMENT' 8727 1 67� A SHARED PARKING i0 ACCESS EASEMENT ! 8727/167 ADA 8DEWALK ♦ ♦� ♦RAMP SHARED PARKING ACCESS EASEMENT 8727/167 N.T.S. Lot 1C 0.363 AC A -P MUCO VERDE. LLC. 20 0 20 SCALE IN FEET unUTY DEMAND WATER DEMAND PER BUILDING MINIMUM 0 GPM AVERAGE 9 GPM MAXIMUM (PEAK) 35 GPM 1" DOMESTIC WATER METER SANITARY SEWER. DEMAND (® 90% OF WATER DEMAND) AVERAGE 8 GPM MAXIMUM (PEAK) 32 GPM 6" SANITARY SEWER UNE b� 1 i - ,'Lot 1E -RU~♦♦ OMO AC BV PLASTIC SUFiOW BLLLDDIG •! 1 S'it9Rtf 24 FT. SLOG HT- - - SERAW - - - -ELECM FUM 8 (BEA SFO SPEC IC PFKFOSM (SM ISIS N07E 16) C �i SCEYVALIC NOME 16) `` \ DRAK49IE SWALE Lot 1E -R2 0377 AC r � A -P 1 MUCO VERDE, LLC. II A/C COMPEi6BS0Ei13 I . SPACE AND Si[E'NQ \ �'- . °' IF'F-2111121Y II \ PROFD ' 1 4878 OF ADA PAR 01100 $ice 2650- -., ..- - --...... - - _i PROP06M PWAIE AFEA - Lot 1B QW AC A -P MUCO VERDE, LLC. �.l ff fix��� 1 .�tij�r����l���ii - - Nei n 1:�i�sll�ilf I- VIA L �►! , �IlAijf;l,%rA PARKING ANALYSIS {8N PLASTIC SURGE" - REQUIRED PARKING: r 11 4.876 SF MEDICAL CLINIC 1 SPACE PER 200 SF 25 SPACES 25 SPACES REQUIRED TOTAL 1 HANDICAP SPACE REQUIRED W WIDTH, 18' LENGTH TYP. PROPOSED PARKING: 5 SPACES PARKING DEDICATED 19 SPACES FROM SHARED PARKING 1 SPACE HANDICAP PARKING DEDICATED 25 SPACES TOTAL MAILBOX KIOSK SUMMARY - PARKING ANALYSIS (NORTH FOREST PROFESSIONAL PARK) 183 SPACES REQUIRED 210 SPACES PROVIDED 7 HANDICAP SPACES REQUIRED 9 HANDICAP SPACES PROVIDED 27 SPACES FOR FUTURE DEVELOPMENT UNE TABLE LINE 0 LENGTH DIRECTSON Ll 33•x8' 578' ao 27.CWW L2 14,9W N4W 01' 35.67'W Curve Table CURVE IF LENGTH RADIUS I DELTA TANGENT CH{}RD CHORD DIRECTION C1 15.75' 18.00' I x90'1356' I 10.04' 14.17' 1 NW39'12`E Lk �e• a o Lot 1D OSM AC A -P LAIT TEXAS, LLC. a ',a, b ,'• a P• t _THE �✓ r : ng.. 2730 Longmire, Suite A SEAL. APPEARING ON THIS DOCUMENT WAS AUTHOR ZLEDBY JOSEPH P. SCHULTZ P.E. LICENSE NO. 65889 ON APRIL 27, 2012. :.. - College Station, Texas 77845 --. - 979.764.3900 TBPE NO.12327 ISSUED FOR CONSTRUCTION SURVEYED DESIGNED DRAVVN APPROVED JOB NO. DATE KERR DLD DLD JPS 12-206 APRIL 2012 Lk �e• a o Lot 1D OSM AC A -P LAIT TEXAS, LLC. a ',a, b ,'• a P• t ONAL� t'�r1 Z FIRM # 1232�7i' SCHULTZ ENGINEERING, LLC LEGEND -•---------284------ EXISTING CONTOUR 284 PROPOSED CONTOUR BOUNDARY -- PUBLIC UTILITY EASEMENT • PRIVATE ACCESS EASEMENT �-�'•- - - - LOT LINE FIRE LANE ST ST ST EXISTING STORM SEWER PIPE ST ST ST PROPOSED STORM SEWER PIPE W W EXISTING WATER UNE W-8 PROPOSED WATER LINE S-8 EXISTING. SANITARY SEWER LINE S PROPOSED SANITARY SEWER LINE PROPOSED 6' DUMPSTER SCREEN FENCE PROPOSED BUFFER WALL GAS GAS PIPELINE EXISTING WOOD FENCE ®- - -= PROPOSED IRRIGATION SLEEVES -UE-UE-EXISTING UNDERGROUND ELECTRICAL VEHICLE LAY OF HOSE FIRE HYDRANT tt GATE VALVES a ai PROPOSED BIKE RACK PROPOSED SIDEWALK RAMP PROPOSED AREA INLET ?; PROPOSED SIDEWALK �■ t .�.r tom■ SILT FENCE CONSTRUCTION EXIT EXISTING LANDSCAPING titer Ott DISTURBED AREA LIMITS wrrrrrrrrrrrwrwr ACCESSIBLE ROUTE ACCESS EASEMENT (8727/167) SHARED PARKING ACCESS EASEMENT (8727/ 67j_ & (10420/238) PRIVATE DRAINAGE EASEMENT167) 8727/. & (10420/238) ( P.U.E. (8727/167) DRAINAGE FLOW DIRECTION VICINITY MAP 1. THE OWNER OF THE PROPERTY IS M&S RUDE FAMILY LIMITED PARTNERSHIP. THE SUBJECT PROPERTY IS LOT 1E -R1, BLOCK 1 OF THE NORTH FOREST SUBDIVISION. PROPERTY IS ZONED A -P. 2. THE DISTURBED AREA FOR THIS PROJECT IS 0.48 ACRES (20,715 SF). 1I 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE & UTILITY 4. LANDSCAPING AND IRRIGATION- DESIGN ESI N ARE EXISTING. SEE THE ATTACHED LETTER AND LANDSCAPE PLAN FOR NORTH FOREST PROFESSIONAL PARK PHASE 11 (PROJECT NO. I,� 00257). THE PROPOSED SITE PLAN IMPROVEMENTS WILL INCLUDE REMOVAL OF NON -CANOPY TREES FOR A TOTAL OF 240 POINTS REMOVED. THE TOTAL LANDSCAPE POINTS REMAINING WILL BE 6,800 TOTAL POINTS WHICH IS GREATER THAN THE 5.757 REQUIRED FOR PHASE 2. ALL OTHER EXISTING LANDSCAPING SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. 5. TETE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 6. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE V -B OF 4876 SF IS 2,000 GALLONS PER MINUTE. TWO HYDRANTS ARE REQUIRED. THE EXISTING HYDRANTS WILL BE UTILIZED. 7. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 8. ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS MAP NUMBER 48041 C0163 -D EFFECTIVE FEBRUARY 9, 2000. E PROPERTY IS NOT LOCATED IN THE 100 YEAR FLOOD HAZARD AREA. 9. P BLIC WATER AND SANITARY SEWER IMPROVEMENTS ARE EXISTING. 10. ALL SITE WORK IS TO BE DONE 1N CONFORMANCE WITH THE BRYAN / COLLEGE STATION010 2 STANDARDP S ECIFlCATIONS FOR WATER &EW S ER AND ,THE CITY OF i COLLEGE STATION STANDARD SPECIFICATIONS -FOR STREETS -& DRAINAGE. 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. 12. ALL PARKING SPACES ARE 9' WIDE BY 18' DEEP WITH 2' OVERHANG UNLESS NOTED OTHERWISE. 13. THE E DUMPSTER AND ENCLOSURE ARE EXISTING. 14. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. I'''' 15. FOR THE PURPOSES OF SIGNAGE AND NRA STANDARDS, THIS SUBDIVISION SHALL. BE CONSIDERED ONE BUILDING PLOT. 16. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR BTA PLASTIC SURGERY. CSU ELCTRICAL CONTACT: SAM WEIDO ELECTRIC PROJECT COORDINATOR CITY OF COLLEGE STATION UTILITIES PH: 979-764-6314 1_ RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 2. PA RMENT DEPTHS: ALL PAVEMENT IS EXISTING AND 1S Sr CONCRETE PAVEMENT IN FIRE LANES TRASH DUMPSTER AREA, AND 5" IN ALL OTHER LOCATIONS. 3. TH TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. 4. C TRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UMU71ES AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HR . PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 1-80D-DIG-TESS. 5. ALL UTILITY LINES (WATER, GAS. SANITARY SEWER, VERIZON. STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD ENCS. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 6. ' gtf �LDiNG SETBA ` 'LINf� 8 CK SHALL E IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 7. 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 5 FEET ABOVE GRADE. SUCH SREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN All: UN FLED APPEARANCE POSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. 9- TH PROJECT IS LOCATED WITHIN THE NORTH FOREST PROFESSIONAL PARK BUILDING PLOT; EACH BUU-DING WILL BE REQUIRED TO MEET THE ADDITIONAL STANDARDS FOR 20.000 SF PLOTS OR GREATER (UDO SECTION 7.913) THE TOTAL BUILDING AREA FOR NORTH FOREST PROFESSIONAL PARK IS X37366 SF FOR THE 3 EXISTING BUILDINGS AND THIS PROPOSED BUILDING. REVIEW -i" REVIEWEDFO V� 4.+ . i POMPLIANCE. CORS I1 1r MAY 'lb 2012 MAY 10 2012 COLLEGE STATIO ENGINEERING DEVELOPIV011 PLAT FILELJ:J .�.._.. I SATE PLANiew � im BV PLASTIC SURGERY NORTH FOREST SUBDIVISION BLOCK 1, LOT IE --R 1 2809 .EARL RUDDER FREEWAY COLLEGE STATION, TK SITE PLAN BV PLASTIC SURA R r NORTH FOREST SUBDNI ION �, c3+REL BLOCK 1 0 +r f LOT 1E - RI 0..59 ACR (10420/238)NOT REQ�„Ii MORGAN RECTOR LEAGUE, A--46 COLLEGE "STATION,"BRAZOS COUNTY, TEXAS SCALE: 1"=20' APRIL 2012 I OWNER/DEVELOPER: APPLICANT/ENGINEER: M&S RUDE FAMILY LIMITED PARTNERSHIP SCHULTZ ENGINEERING, I.I.C. 4744 JOHNSON CREEK LOOP TOPE Firm Reg. No. 12327 COLLEGE STATION, TX 77845 2730 Longmire Drive, Suite A {979) 690-2418 College Station, Texas 77845 P.O. Box 11995 SURVEYOR: College Station -Texas- 77842 (979) 764-3900 Brad Kerr, RPLS No. 4502 ® ■ Kerr Surveying, LLC 409 N. Texas Ave. O'ryan, Texas 77803 annina e uu (9791 268-5195 SCALE VERTICAL HORIZONTAL 1:1• PLOTTING SCALE: 1:1 FILE NAME: 12-206 f i PAARRMG I:rx18" reflective finish metal %a sign 12"x9' reflective finish metal co a nom sign 2x2 galvanized steel tube column 0 set in concrete footing. Provide galvanized steel cap welded o top l t of tube. Paint tube and cap. I 1 f hoEq 3 ! t m g 3 Cl i 3 All characters must be 60" minimum above J. rade or sidewalk. ADA SIGN DETAIL N.T.S. ONAL� t'�r1 Z FIRM # 1232�7i' SCHULTZ ENGINEERING, LLC LEGEND -•---------284------ EXISTING CONTOUR 284 PROPOSED CONTOUR BOUNDARY -- PUBLIC UTILITY EASEMENT • PRIVATE ACCESS EASEMENT �-�'•- - - - LOT LINE FIRE LANE ST ST ST EXISTING STORM SEWER PIPE ST ST ST PROPOSED STORM SEWER PIPE W W EXISTING WATER UNE W-8 PROPOSED WATER LINE S-8 EXISTING. SANITARY SEWER LINE S PROPOSED SANITARY SEWER LINE PROPOSED 6' DUMPSTER SCREEN FENCE PROPOSED BUFFER WALL GAS GAS PIPELINE EXISTING WOOD FENCE ®- - -= PROPOSED IRRIGATION SLEEVES -UE-UE-EXISTING UNDERGROUND ELECTRICAL VEHICLE LAY OF HOSE FIRE HYDRANT tt GATE VALVES a ai PROPOSED BIKE RACK PROPOSED SIDEWALK RAMP PROPOSED AREA INLET ?; PROPOSED SIDEWALK �■ t .�.r tom■ SILT FENCE CONSTRUCTION EXIT EXISTING LANDSCAPING titer Ott DISTURBED AREA LIMITS wrrrrrrrrrrrwrwr ACCESSIBLE ROUTE ACCESS EASEMENT (8727/167) SHARED PARKING ACCESS EASEMENT (8727/ 67j_ & (10420/238) PRIVATE DRAINAGE EASEMENT167) 8727/. & (10420/238) ( P.U.E. (8727/167) DRAINAGE FLOW DIRECTION VICINITY MAP 1. THE OWNER OF THE PROPERTY IS M&S RUDE FAMILY LIMITED PARTNERSHIP. THE SUBJECT PROPERTY IS LOT 1E -R1, BLOCK 1 OF THE NORTH FOREST SUBDIVISION. PROPERTY IS ZONED A -P. 2. THE DISTURBED AREA FOR THIS PROJECT IS 0.48 ACRES (20,715 SF). 1I 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE & UTILITY 4. LANDSCAPING AND IRRIGATION- DESIGN ESI N ARE EXISTING. SEE THE ATTACHED LETTER AND LANDSCAPE PLAN FOR NORTH FOREST PROFESSIONAL PARK PHASE 11 (PROJECT NO. I,� 00257). THE PROPOSED SITE PLAN IMPROVEMENTS WILL INCLUDE REMOVAL OF NON -CANOPY TREES FOR A TOTAL OF 240 POINTS REMOVED. THE TOTAL LANDSCAPE POINTS REMAINING WILL BE 6,800 TOTAL POINTS WHICH IS GREATER THAN THE 5.757 REQUIRED FOR PHASE 2. ALL OTHER EXISTING LANDSCAPING SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. 5. TETE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 6. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE V -B OF 4876 SF IS 2,000 GALLONS PER MINUTE. TWO HYDRANTS ARE REQUIRED. THE EXISTING HYDRANTS WILL BE UTILIZED. 7. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 8. ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS MAP NUMBER 48041 C0163 -D EFFECTIVE FEBRUARY 9, 2000. E PROPERTY IS NOT LOCATED IN THE 100 YEAR FLOOD HAZARD AREA. 9. P BLIC WATER AND SANITARY SEWER IMPROVEMENTS ARE EXISTING. 10. ALL SITE WORK IS TO BE DONE 1N CONFORMANCE WITH THE BRYAN / COLLEGE STATION010 2 STANDARDP S ECIFlCATIONS FOR WATER &EW S ER AND ,THE CITY OF i COLLEGE STATION STANDARD SPECIFICATIONS -FOR STREETS -& DRAINAGE. 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. 12. ALL PARKING SPACES ARE 9' WIDE BY 18' DEEP WITH 2' OVERHANG UNLESS NOTED OTHERWISE. 13. THE E DUMPSTER AND ENCLOSURE ARE EXISTING. 14. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. I'''' 15. FOR THE PURPOSES OF SIGNAGE AND NRA STANDARDS, THIS SUBDIVISION SHALL. BE CONSIDERED ONE BUILDING PLOT. 16. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR BTA PLASTIC SURGERY. CSU ELCTRICAL CONTACT: SAM WEIDO ELECTRIC PROJECT COORDINATOR CITY OF COLLEGE STATION UTILITIES PH: 979-764-6314 1_ RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 2. PA RMENT DEPTHS: ALL PAVEMENT IS EXISTING AND 1S Sr CONCRETE PAVEMENT IN FIRE LANES TRASH DUMPSTER AREA, AND 5" IN ALL OTHER LOCATIONS. 3. TH TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. 4. C TRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UMU71ES AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HR . PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 1-80D-DIG-TESS. 5. ALL UTILITY LINES (WATER, GAS. SANITARY SEWER, VERIZON. STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD ENCS. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 6. ' gtf �LDiNG SETBA ` 'LINf� 8 CK SHALL E IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 7. 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 5 FEET ABOVE GRADE. SUCH SREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN All: UN FLED APPEARANCE POSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. 9- TH PROJECT IS LOCATED WITHIN THE NORTH FOREST PROFESSIONAL PARK BUILDING PLOT; EACH BUU-DING WILL BE REQUIRED TO MEET THE ADDITIONAL STANDARDS FOR 20.000 SF PLOTS OR GREATER (UDO SECTION 7.913) THE TOTAL BUILDING AREA FOR NORTH FOREST PROFESSIONAL PARK IS X37366 SF FOR THE 3 EXISTING BUILDINGS AND THIS PROPOSED BUILDING. REVIEW -i" REVIEWEDFO V� 4.+ . i POMPLIANCE. CORS I1 1r MAY 'lb 2012 MAY 10 2012 COLLEGE STATIO ENGINEERING DEVELOPIV011 PLAT FILELJ:J .�.._.. I SATE PLANiew � im BV PLASTIC SURGERY NORTH FOREST SUBDIVISION BLOCK 1, LOT IE --R 1 2809 .EARL RUDDER FREEWAY COLLEGE STATION, TK SITE PLAN BV PLASTIC SURA R r NORTH FOREST SUBDNI ION �, c3+REL BLOCK 1 0 +r f LOT 1E - RI 0..59 ACR (10420/238)NOT REQ�„Ii MORGAN RECTOR LEAGUE, A--46 COLLEGE "STATION,"BRAZOS COUNTY, TEXAS SCALE: 1"=20' APRIL 2012 I OWNER/DEVELOPER: APPLICANT/ENGINEER: M&S RUDE FAMILY LIMITED PARTNERSHIP SCHULTZ ENGINEERING, I.I.C. 4744 JOHNSON CREEK LOOP TOPE Firm Reg. No. 12327 COLLEGE STATION, TX 77845 2730 Longmire Drive, Suite A {979) 690-2418 College Station, Texas 77845 P.O. Box 11995 SURVEYOR: College Station -Texas- 77842 (979) 764-3900 Brad Kerr, RPLS No. 4502 ® ■ Kerr Surveying, LLC 409 N. Texas Ave. O'ryan, Texas 77803 annina e uu (9791 268-5195 SCALE VERTICAL HORIZONTAL 1:1• PLOTTING SCALE: 1:1 FILE NAME: 12-206 f i CC3 0 �0 C) w a COMMON AREA 0.960 AC 3 0 0 C' WOOD PRIVACY "ter -._' - -`;�'-- --.w{:.. r+w;�iTw7,-f rwi=so :¢csw .r �_sfA%7IA 4*I1�7 EiA ia�t�EIAS1 �!�=AI�Q�.:: •'s!IAJ�s!a:►j �s!�`jAI�O.Iw9 �i Iw '�" �r+•= \ t vim„. � !��'- � '"R� � r- -•. r --- - - — REMOVE CURB 41 ISO 1 I i —ll (( `1��� �Ai r •�i o� ©- qE OF P P ••.....e..e°° G • 's a ° rtieeeeeeueeeee»eeeeu ROBERT B. RUTH 1434 N e- rm � n�N U) fa vto 0> �1 X fa M t0 Of o Ma`s ----cn- : _ :.....: Landscape Calculations (Phase 2) 9 relMui Ri_" ng yp•a-s 6 ! Required Landscaping > 8 4. : '. i� - --- " 7 _ P iNT CALCULATIONS t' SITE, 100,879 + 31,403 - 132,282 / 1000 x 30 = _.. �.00 $79 SC$. 3,969 Points -- --- 6 �.. • • • , j �,; .. ,7ti ' ` • BU FERYARD��, 73 Jill ►� ' S[]UTHEAST BUFFER ---..4Q _ ( • ~1+ 1110 / 25 = 13 CANOPY TREES REQUIRED Barri .. Cade • �,:.. �•'' . ' :• .. , • .: .. .. .'' , . : • -'•' . 10 1 15 - NON -CANOPY TREES OR 310 / 3 =104 5 A = a . d� 21 2N� , RUBS , �. .RTH -FOREST_ SUBDIVISION BUFFER n i ,r ys ;P 401,11 Qif P. 1►� ;yam Newly(to remain) � EEVE _ 615 /_ 25 25 CANOPY TREES REQU RED t ` 15 / 15 = 41 NON -CANOPY TREES I R 615 / 3 =205 5 GAL SHRUBS ® ST. l EETSCAPE uft N RTH EARL RUDDER FWY. 25 = 10 CANOPY TREES ' 28' / 50 x 300 = 1,365 POINTS ^t N RTH FOREST PKWY 33.. 0 /32- 3 CAGY :o 0 N P TREES �0 / 50 x 300 �, 1.1_ `37. - - - - !y • , ��� - 420 P W I 3 13 TOTAL POINTS REQUIRED 5,757 \, ' , , . ' . • • ' . • •• . Ott,'•. � ��� i f CNV � , - • � T TAL CANOPY TREES POINTS REQUIRED+ 5,757 X 507. = 2,879 r r'11, QIP BLDG. D 00 ProposedLandsca in I[()p 9 V1J_ ns 2' 73 ii a R 17, Pt otective Barricade 4 (Refer: 02/LSI) asel 4 Protective Barricade r (Refer: 02/LSI) (31,403 Sq. ft.1 F 4 - Newly Planted StreetscapeTree to remain '• ... •• .Ill Protective Barricade (Refer: 02/LSI) Q' 3 - Newly Planted StreetspapeTree lr (to remain) i . �0 _(Po Landscape Plan ►` Refs None Scale, 1'=30' North Noteff Verify att dimensions before construction. NOTED 100% coverage of groundcover, decorative paving, decorative rock, or perennial grass Is required in parking lot islands, swales and drainage areas, the parking lot setback, rights-of-way, and adjacent property disturbed during construction, Steel fence post at 18' on center. High Visibility Plastic I Fence material (snow i fence), Min 4' High. i 02Ept ctive Barricaai� de None Not to Scateif (' 4 101 u E M I BLDG. H EXISTING OFFICE BUILDING 5,700 sf F.F.=257.20 1/2 : 5 E 0 11 S [1 U MEDICAL OFFICE 7,420 sf F.F.=259.00 7,9 • '.vj•� B . FFERYARD (NO POINT VALUE) OUTHEAST BUFFER 5 'ii• ' t -CANOPY TREES = 13 ` '� ,1,5 GAL SHRUBS 104 i NORTH FOREST SUBDIVISION DUFFER Z I`CANOPY TREES = 25 i --_ 5 GAL SHRUBS - 207 \ \ SREETSCAPE '? A- The _$ai(owing Newly Planted Streetscape Trees are to Remain on Site ORTH EARL RUDDER FWY. CANOPY TREES (2 1/2' Cat,) = 10 ORTH FOREST PKWY 'CANOPY TREES C2 1/2' Cal.) = 4 .� N,: CANOPY TREES (container) =,l 26 @ 150 Points C2 1/2' Ct�t.) .3.900 Points N NON -CANOPY TREES (contaiiner) 15 18 @ 40 Points 720 Points N SHRUBS (5 gal. or larger) a 242 @ 10 Points = OA20 Points Nt , _SHRUBS / 77 @ 0 Point 0 Points ' T ' AL PROPOSED LANDSCAPING = 7,040 Points A ' .......:.. ..: �: s : • .^>.-7�"'..Nx4__ _ �u:y::d+�t25 _ �'%4".9r^-�'."P"�..S.h'tinx'.�:"w^y+.-rr:E.F::;.i%i4';�.CCwS'.��xe^:1Y�:-'s'b�i.�?r:6�'+4�i. �hv'... Y'_'*-v_3��'--�*"-'!.`u�'.'f, k .. .. ear 5. Plant L14P—i s BUFFER PLANTINGS 3 �0 ; Pests ,- X Key Quantity Size Comon Now (Botanknt Nage) PCA Points Comments U - ,�•'-� canopy Trees t /�1 O 38 2 1/2' Cat. Chinese Pistache (Pistachio. chinen is) No Point Value 6'-0' Clear Trunk Min., Container V ' /12' Ht., 2/3Sp., Matched (U Shrubs� � �■ � . 311 5 Gal. Ligustrum (Ligustrum japonicum) j No Point Vatue 36' Height Min., Rooted, Full •. 0 C STREETSCAPE PLANTINGS NiIRTH EARL ADDER FREEWAY . i -� I Canopy Trees k�r CLV'! CL a 10 2 1/2' Cat. Bald Cypress CTaxodlum distuchum150 1,500 ,12/14' Ht., 4/5'Sp., Matched .._ 6'-0' Clear Trunk Min„ Container i NBtTH FOREST PARKWAY ' Canopy Trees i` u S 4 2 1/2' Cat. Bald Cypress (Taxodium distuchum i 150 600. 12/14' Ht., 4/5' Sp„ Matched { (� 6'-0' Clear Trunk Min„ Container v 1 OTHER L..,� N Canopy Trees 012 2 1/2' Cat, Live Oak (Quercus vir lana) g 150 1,800 132/14' Ht., 4/5' Sp., Matched ri l V-0' Clear Trunk Min., Container 4 r Nam -Canopy Trees UM 18 1 1/2' Cal. Crape Myrtle (Lagerstroemla indica ;'Watermelon Red') LL ' as caw { 40 720 '6/8 Ht., 3/4 Sp., 3-5 Canes, Matched, � _... Min. Cane Dia = 1 1/2' <For a Single' Trunk) ' Shrubs t5 Gat, or larger ;! 8 5 Gal, Li ustrum CU ustrum a onicum) ':� -1-'1 ® 9 9 1 R 10 80 36' Height Min„ Rooted, Full o 25 5 Gat, Knock Out Rose (Rosa sppJ 1. 10 250 I18' Height Min„ ® Rooted, Full � � z14 5 Gat, Dwf. Youpon Hotly (Ilex vomitoria 'nana') 10 140 14' Height Min., Rooted, Futt s z El 195 15 Gat. Indian Hawthorn (Rhapleotepsls int lca 'Clara') 10 1,950- 6' Height Min., Rooted, Full I' - Shrubs Q Gad i 0 51 1 Gat, Asparagus Fern (Asparagus den lftorus 'Sprenger!') 0 0 Pot Fut „ 0 313 1 Gat. Asian Jasmine (Trachetospermum asiaticum) 0 0 of Full, 3 - 12' Runners, min. Sod ► Date: 10-5-07 ® Verif Sod Bermuda 'Tiff 419' (Cynodon spp.'Tiff- 419') a Verify i 0 0 'Weed Free, Whole Pieces Revisions: i TOTAL 7,040 POINTS - - 11-2-07 - BWL ���:.a,:�-�rb:.�u.�---•-m-::...�<..:�v�.��•-�=h�-u�.F:�:�,:��.��::��.:� �.�.-.��>, ,p� n::�;>`:,�:��•,r,- ���-�� t��,::;����:.��;:�:��.����� - 11-19-07 - BWL r viWED FOR ` ,a COP�.�I�' _ .� 'Sheet Number J� �l ti/ 2007 (0 CoLLE.1E SIA110IN �,.,,, DEVELOP ENI SERVICES �.,� / _ Al42 Sheet i General Notes 01. Al[ Plant Material shall be pruned / shaped as per Landscape Architect after Installation to remove any broken or damaged branches and to give uniformity of shape. 02. All Plant Material must be approved by the Landscape Architect- before i Installation. 03. Verify all quantities before Installation. 04. Broken pieces of sod (smaller than 6 square) are not acceptable. 05. All Crape Myrtle Trees, -are to be pruned up to expose 4' clear trunk(s). 00. Landscape Contractor_ Is responsible for clearing any dirt or mud from public roadway. Landscape Contractor Is also responsible for keeping the site clean during construction and plant Installation. 07. All proposed "New Canopy Trees' shall be containerized. 08. An automatic Irrigation ijsystem will cover the entire landscaped areas. 0.9. BeddingSoll flowerbeds shall be ( ) prepared to a depth of 8 inches and.. � consist of 4086 Sandy Loam Topsoil, 0016 Black Humus. 10, All flowerbeds shall be top dressed with a 3" layer of Black Humus or equal. 11. Install 3' diameter mulch dings (3" thick) around all trees (canopy and non -canopy which appear In lawn areas. 12. All plant material Is to be guaranteed for 1 full year. 13. Erosion control is required as needed and clean-up is Included. 14. See Site Plan for topographic Information, existing and proposed utilities, easements, adjacent land uses, existing development and roadways.