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W-15 : W-15-'' . - W-15• ,� , jy =15 .c W-15 Schult'-z Engineering, LLC 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE FIRM NO. 12327 DESIGNED DRAWN APPROVED JOB NO. DATE LKERLR RCF RCF JPS 15-419 FEBRUARY 2016 THIS LANDSCAPE PLAN IS FOR PERMITTING ONLY AND IS NOT INTENDED FOR CONSTRUCTION CASTLEGATE II PARK PARKLAND C -SECTION 206 COLLEGE STATION, TX 20 10 0 20 SCALE IN FEET GENERAL NOTES: 1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK(NOT LOOSE, OR A 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. 2. REPLANTING OF EXISTING TREES SHALL CALIPER PER CALIPER WHEN THE REMAINDER OF THE LOTS DEVELOPED. IRRIGATION SYSTEM NOTES: 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE—CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 4. CONTRACTOR/DEVELOPER TO FURNISH ACCURATE AS BUILT IRRIGATION PLANS TO CITY OF COLLEGE STATION PARKS DEPARTMENT. SHOW LINES, VALVES, HEADS, CONTROLLER, WIRING, ETC. LANDSCAPE POINT CALCULATIONS PROJECT AREA POINTS PROJECT AREA (SF) 1000 SF OF PROJECT AREA 30 POINTS PER 1000 SF TOTAL PROJECT AREA POINTS 49,093 49.1 30 1,473 ADDITIONAL LANDSCAPE POINTS FROM STREETSCAPE STREETSCAPE LENGTH (FT) LENGTH OF FRONTAGE - DRIVEWAY WIDTH STREETSCAPE SEGMENTS (LENGTH - DRIVEWAY WIDTH150) POINTS PER STREETSCAPE SEGMENT TOTAL ADDITIONAL LANDSCAPE POINTS 488 9.8 300 2,928 TOTAL POINTS REQUIRED: 4,401 TOTAL POINTS PROVIDED: 4,430 ETONBURY AVENUE STREETSCAPE STREETSCAPE LENGTH (F1) LENGTH OF FRONTAGE - DRIVEWAY WIDTH CANOPY TREES REQUIRED FOR STREETSCAPE (I PER 32) CANOPY TREES PROVIDED NON -CANOPY TREES PROVIDED (* 2 NON -CANOPY TREES COUNT AS I CANOPY TREE) 214 7 5 4 GREENS PRAIRIE ROAD STREETSCAPE STREETSCAPE LENGTH (FT) LENGTH OF FRONTAGE - DRIVEWAY WIDTH CANOPY TREES REQUIRED FOR STREETSCAPE (i PER 32') CANOPY TREES PROVIDED NON -CANOPY TREES PROVIDED (* 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE) 274 9 6 6 LANDSCAPE POINTS SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS ;;•,-; ; 3.5" > CAL LIVE OAK (QUERCUS VIRGINIANA) CANOPY 5 300 1500 CREPE MYRTLE (LAGERSTOEMIA 1.25" CAL PER CANE 1NDICA)IVON-CANON-CANOPY 22 40 880 RED ROCKET OR SIMLILAR COLOR STREETSCAPE POINTS • 2.1" - 3.4" CAL LIVE OAK (QUERCUS VIRGINIANA) CANOPY 11 150 1650 CREPE MYRTLE 1.25" CAL PER CANE (LAGERSTOEMIA 10 40 400 INDICA) NON -CANOPY TOTAL POINTS: 4430 CANOPY TREE POINTS: 3150 % POINTS FROM CANOPY TREES: 71.11% r REVIEWED FOR COMPLIANCE MAY 2 6 2016 COLLEGE 5 I v, i ION DEVELOPMENT SERVICES PLAT FILED: bo L-14 SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:1 FILE NAME: 15-419 v-ru v-ni v-n-i � v-ru v-rri v-V1.1 v-r_�� - v-1,1.3 v-rr-3 v-ru v-VIA � v-rr.3•` � v-ru � i v307 i I 307 30B WINE I 1 - f / r SILT FENCE J� 314 ---- / i COMMON AREA 1 I ' 316.04 TW s (316.76 TW 315.00 TG 315.40 TW 315.82 TW / 316.48 TW 315.40 TW /�,/ // / J � �� � V � + v' � • vv + 315.40 TW • v- .•v + .� - v + • � 315.50 TW 5 v • v ► 316.86 TW FF 31550 376,74 7W 315.90 TW 3(1 i 1 / J = .f � v ' 1 316.58 TW I f f �S2 ® 315.50 TW 7.7 375.50 TW (� 315.40 TW 315.64 TW 315.40 TW SILT FENCE 1=T� C -- ••c • c n 'r ° n. r _ r, '! / .G n '♦ r /: C� ; •' , . n ^ . • .c c n c JF; - .. ! , • r n' .r. n. e•. c n ! n , , ••! .. i` n ..r ♦ r • c .. / c ..i nc , ., ', r- ! . �• .n 'c' n c. r' ! i . .C' .'� • ! i n'� � n. c ••r .c r.. r. •/ •r, n .!% n .n c r c n '� � ! i n rn. /''r.. w c n is •. , ,, n - • - n P c / c n i. !. ..n - c' c c n ' n � '• �. r' � n' , , i ram, � _ � .n c � c, .. r• � C' .'♦ .c .. i .% N. ni/! ''. 'n' c;n �.. c .,' T c�. � , .. �i,'; i ••. ,,. ! •n' C / n c n ' c .n ,c i .. n ,..,. .n,• ..�. !'• • n•' •n Cc vn `/ c { c is c i 1 i,• ' n ! n n ••c r �i•!'~ %/. c/ r., t• •/ ,r !. !� ! '♦ ,,' '• c n c cti• .f ! �.� !. C!' '�' .. '/nrc n, c.• � '• n �".• �/n ••. n .. e'. n c cn .c' ♦ .n ! �� . t+• n '/. r.• nY•r � n F �c': " n. !. .n !� ' •• n c �' r 'r / i C' •/ . n i 'n '� c: ►- e . •, .' t- � ♦ C ' 1- r / t � . v n ... n ' c •• s . . 'G n . . /; � /. :, n. , � f n mac' •:c '!c .' n' � � . !'' .� ! '' � !` c r T / / � � c � / c � ; •♦ � .�, n `• '� :C�ree.r�s�Prairie'•Rtrad� 'n r / .. ', ♦ i i . ' i n n r c c�' .. ! " , / T . ' •� r . / . / c ' c' F c c . , ' !. n+. , . c.' r � .! '!' .c ✓ C 1 n. w • • c •c 1r , i. tnl� r n � .'c n>`�` ., c r � �♦ r i I �(. is , '. +`� n„ c % c % c• 'n� � � n^� ! n. , n c .•c r •!. ci'.. 9;.r ♦ .. •' ! i n J • .i n n' � c. �'. s •. c • FC / , r /i r •n ,�� ♦' ''r �, . '. •w •,.c. �• c• c. ?' r � .. , ! • . K �i n n.r / •F ''% •n•.•.'� c, , i" !'n�:c cn n •,n :!• ! n.� '. •n �' c •c c. .'. cn � c •, ' •�c � •• ! •* _ n ... '� T.. 'cT•. K .c .c /.cr /• � ! _ +� � / C., ! .�. � ,n ! •'n .' K•: •r• r c .• R•. •n! .� !' ' .c n, r c •nr 'c. •n i .r n '/ ''c n c r' c c' ! ! n. d .. •� ^. i i n. W-15 W-15 W-15 W-15 W-15 W-15 W-15 W-15 W-15 W-15 W-15 W-15 W-15 W-15 15"' = c UV-15 / •:v , afV =15 n W-15 .00 .a THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY Schultz Engineering JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmlre, Suite A NO. 65889 ON FEBRUARY 4, 2016. ' - College Station, Texas 77845 979.764.3900 TBPE FIRM NO.12327 RELEASED FOR CONSTRUCTION SURVEYED DESIGNED I DRAWN I APPROVED I JOB NO. I DATE KERR RCF RCF JPS 15-419 I FEBRUARY 2016 OF r�j��► *_:............._.... `... JOSEPH P. SCHULTZ w % 65889 l la •O0 I 2/4/2016 CASTLEGATE II PARK PARKLAND C -SECTION 206 COLLEGE STATION, TX SCALE IN FEET GRADING NOTES: 1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR WITHIN THE STREET RIGHT-OF-WAY SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 49 ABOVE THE OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE OF THE STREET RIGHT-OF-WAY OR PAVEMENT AREAS SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY. 2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE 6" STABILIZED SUBGRADE OR SELECT FILL 3. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V:12H. 4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. 5. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK. 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. 7. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS. ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL RECEIVE 6" SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH. 8. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE PROVIDED. USE OF INTERCEPTOR DRAINAGE SWALES OR DRAINAGE PIPING SYSTEMS TO ROUTE STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD AREA. 9. THE SELECT FILL FOR THE BUILDING FOUNDATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 10. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLEO WITH PROPERLY COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY "PLUG' SHOULD BE PROVIDED IN THE TRENCH ON THE EXTERIOR OF THE BUILDING TO PREVENT WATER FROM GAINING ACCESS ALONG THE TRENCH TO THE SUBGRADE BENEATH THE STRUCTURE. THE PLUG SHALL EXTEND TWO FEET BEYOND THE PIPE FACE IN ALL DIRECTIONS, AND A MINIMUM OF TWO FEET THICK. 11. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS, ETC. 12. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN, SO THAT NO PONDING OCCURS. 13. FINISH GRADE ADJACENT TO CURBING OR SIDEWALK SHALL BE }¢" BELOW THE TOP OF CONCRETE AND 2" BELOW IN LANDSCAPING AREAS. 14. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. 15. THE APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER(S). ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER, 16. THE DETENTION FACILITIES MUST BE CONSTRUCTED FIRST. 17. THE CONTRACTOR SHALL REFER TO THE STRUCTURAL ENGINEER'S PLANS FOR SPECIFICATIONS. PROCEDURES, AND REQUIREMENTS FOR THE BUILDING PAD. 18. EXISTING TREES, STUMPS, AND LARGE TREE SYSTEMS, SHALL BE GRUBBED AND REMOVED. VEGETATION SHALL BE REMOVED AND THE TOP 6-24 INCHES OF TOP SOIL AND SUB -GRADE BE STRIPPED FROM THE AREAS TO BE COVERED BY THE PROPOSED IMPROVEMENTS. 19. EXISTING DRAINAGE WAYS THAT ARE TO BE FILLED SHALL HAVE BENCHES EXCAVATED INTO THE SIDE WALLS OF THE CHANNEL PRIOR TO PLACEMENT OF FILL BENCHES SHOULD BE AT LEAST 6 FEET IN WIDTH WITH ONE BENCH BEING PLACED VERTICALLY FOR EVERY 2 FEET OF CHANNEL DEPTH. 20. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6-24 INCHES OF TOP SOIL, MAY USED AS A FILL MATERIAL, UNDER PAVEMENT AREAS ONLY, IF THE MATERIAL IS FREE FROM TRASH, LUMPS, CLODS, ORGANIC SUBSTANCE, do OTHER FOREIGN MATTER AND SUBGRADE PREPARATION FILL MATERIAL PLACEMENT UNDER BUILDINGS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 21. STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF 0% TO +4% OF THE OPTIMUM MOISTURE CONTENT AND COMPACTED TO A UNIFORM DENSITY OF 98% (FOR STABILIZED) AND 95% (FOR GENERAL FILL) OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. TP - TOP OF PAVEMENT TC - TOP OF CURB TW - TOP OF WALK TB - TOP OF BERM TG - TOP OF GROUND TRW - TOP OF RETAINING WALL EROSION CONTROL NOTES: 1. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 2. EROSION CONTROL MEASURES SHOWN IN THESE PLANS SHALL BE CONSIDERED THE VERY MINIMUM REQUIRED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT ALL OTHER EROSION CONTROL MEASURES (DIVERSION BERMS, DRAINAGE STRUCTURES, SWALES, ADDITIONAL FENCING, ETC...) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND DEVELOPMENTS FROM DAMAGE OF ANY KIND, DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION. 3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA HAS BEEN DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN SEDIMENT LEVEL REACHES 25% CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL 4. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION WORK. 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2- OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 7. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 8. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. 9. CONSTRUCTION EXIT IS TO BE DRESSED WITH ADDITIONAL ROCK AS NEEDED AND MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. 10. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY CONSTRUCTION SHALL BE ADEQUATELY HYDROMULCHED OR BLOCK SODDED, AND WATERED UNTIL GROWTH IS ESTABLISHED. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. LEGEND - - 310 - - - EXISTING CONTOUR 2"X4" WIRE MESH (OPTIONAL)-" SEDIMENT CONTROL FABRIC FASTENED TO T-POST OR FASTENED SECURELY TO WOODEN STAKE T-POST OR WOODEN STAKE WITH OPTIONAL WIRE MESH METAL T-POST OR WOODEN-' 8" OF FILTER FABRIC TO STAKE AS REQUIRED TO MAINTAIN. EXTEND INTO A TRENCH SPACED 6' APART AND BE ANCHORED WITH COMPACTED BACKFlLL NATURAL GROUND pIR�- pF FLOOW '" IP 4-X4" MIN. TRENCH GG4" 20" SILT FENCE ASSEMBLY DETAIL PROPERTY BOUNDARY ADJACENT PROPERTY BOUNDARY - EXISTING PUBLIC UTILITY EASEMENT -� -� FLOW ARROWS s s SILT FENCE TW TOP OF SIDEWALK TG TOP OF GROUND N.T.S. SCALE VERTICAL N/A HORIZONTAL 11 =20' PLOTTING SCALE: 1:1 FILE NAME: 15-419 ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. COLLEGE1 Y NG1NEFP.Ipq C. SHEET Y-YY� / � r�TT v-rv� � v-rr� v-rr� � v-rv� v-rr� v-� v-r_r� v-rr� v-rv� v-rr� � v-rv� � v-rr3•` � v-rrs � 1 v {ram -rr� v-rr� -----------\ ---- - --- -- - `� ` ` -�--�- �a ---- 307 307 300 lb ICJ z" / y / I / 312 20 10 0/ 20 _- - SCAJ.E- IN FEET ' + l __ --- 10PUE / 314 12928/38 1 r COMMON AREA I ( m t + J I r I LIGHT I ` 20' x 16' SHELTER W/ 8' SIDEWALK / / TABLE, GRILL AND �' :. ►.. TRASH RECEPTACLE I yv. 'Vv ► 1 o I a' LjFF = 315.50 3n LIGHTcc 1 LIGHTI f 6 SIDEWALK .. n I � �/ CONDUIT 1" IRRIGATION:50METER G a �G / I \ 20' PUE � �304 1 ( LIGHT w o 310 / -------- ---� -- --------------------------------- ----------------------- 1 --- - I EXISTING �- J �� SIDEWA / AE AE AE AE-AE AE AE AE AE AE --AE AE AE AE A " ; E 1 AE , PARKLAND C - - - - - - - - - - - -- -------------------------------------------------------------------�- 10' TELEPHONE 30' SEMINOLE EASEMENT I / PIPELINE EASEMENT 771/12 / 505/776 I- i -` -- -- �-- -0 c -c c c c c c`c c c c c c c C c c� c c -c c c c i IxI P - P p ... ... P tom..' '-T.r•�;P -.-r....•-.'-cam '.':r-�.-.*• , `�' �. , j - '--y'��. - f P i- -� P P - � .7777 \- '... I P J _. -.. Vc ­�. C C C -..� ..........,c_.-L ---_ 4 -- __,�. .___ _-�..-.... _._.�_. _...____ �, _ ..___ _-, ._... _._�_ ,, �_._...- ._.__ _.... �.._ _._._� _ .._ _.__ �, _,_._.. _..__.... �, _---- C C C C - c 12" X 30" PERIMETER BEAM (4 - /5 BARS) c L EXISTING :. 15' PUEJV SIDEWALK 20 ELEC-iRTCA 12928/38 EASEMENT 1697/170 AE AE c - c --1 c - P 7 GENERAL NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR (WATER, SEWER, STREETS, DRAINAGE). ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. 2. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED FROM CITY do INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS- (800) 344-8377 ATMOS ENERGY: (979) 774-2506 SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VERIZON: (979) 821-4770 4. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 5. BUILDING SETBACK SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDNANCE. 6. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. 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 15C OF THE SUBJECT PROPERTY, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 9. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 10. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. 11. EXTERIOR BUILDING AND SITE LIGHTING SHALL MEET THE STANDARDS OF SECTION 7.11 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. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN AND DRAINAGE REPORT. 13. LANDSCAPING AND IRRIGATION DESIGN do ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE do IRRIGATION PLANS. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO CERTIFICATE OF OCCUPANCY, 14. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 15. ALL PAVEMENT SHALL BE PER TYPICAL PAVEMENT SECTION. REFER TO PAVEMENT PLAN FOR PAVEMENT DEPTHS. 16. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT-OF-WAYS, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION 17. DETENTION AND DRAINAGE FACILITIES SHALL BE CONSTRUCTED FIRST. 18. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN THESE PLANS, DRAWINGS AND SPECIFICATIONS. 19. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ALL STATE AND FEDERAL REGULATIONS REGARDING CONSTRUCTION ACTIVITIES NEAR ENERGIZED OVERHEAD POWER LINES. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER. THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. 21. A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE KEPT ON SITE AT ALL TIMES THROUGHOUT THE ENTIRE CONSTRUCTION OF THE PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION. 22. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN. 23. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITION OR BETTER, 24. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET OR DRIVEWAY. 25. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. 26. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE STANDARDS OF THE APPLICABLE REGULATORY AGENCY. 27. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. 28, THE CONTRACTOR MUST PROVIDE CONSTRUCTION STAKING FROM THE INFORMATION PROVIDED ON THE PLANS AND DRAWINGS. 2.9.THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THESE PLANS FOR CONSTRUCTION PURPOSES. THE ELECTRONIC FILE AND INFORMATION GENERATED, BY SCHULTZ ENGINEERING, LLC (SE), FOR THIS PROJECT IS CONSIDERED BY SE TO BE CONFIDENTIAL. WHEN ISSUED, IT'S USE IS INTENDED SOLELY FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED. PERMISSION IS NOT GRANTED TO E RECIPIENT FOR DISTRIBUTION OF 0 UMENTS IN 0 THE THESE DOCUMENTS ANY FORM OR FASHION. THE RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS TO IT PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED THROUGHOUT ITS USE. THE RECIPIENT ALSO UNDERSTANDS AND AGREES THAT SE, UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION. THE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. 30. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL NO. 0325E, MAP NO. 48041CO325E, EFFECTIVE DATE: MAY 16, 2012. 31. A STUDY WILL BE CONDUCTED ON THE EXISTING SOIL BY A GEOTECHNICAL ENGINEERING FIRM, AND AN ENGINEERED SLAB WILL BE SUBMITTED WITH THE BUILDING PERMIT. ye _cr, '/ �r ./ '. ,r, - e .r � �� ' ••r.Y� �•. p•e e/. ��. '. ,e' i*`.7 ri/ z. ''- •' '' -�r- � re c.. /. a c S'�',• ,cr, -.' '' .'_n /. �, ', / 'rz r• .. .. r.- c- n•c ''e e e „c � ..� �, •,r, �/ C �e /' '' �`' ,c - c„ r , " r - Ir„"... y � ra r' 'r' /• r '/. c-' /. e' '� c' •e. .e 'r /. ��' � � � . ,_ �, ',r •-c c„ R''' f r. / 7�"' r �'/ •� •... �: . /� /, c / c !• a+ r'j . ; r r . ,.:' /rT'• ' .!c � d •/ �C'� f ''• < i rcr. '�^, c;' • �. .• t r� ., ./ 'i,• 'cFz � 'c.,�`'. ' � /. r'� .' .r:r'• * C-. rc r• / r '- C.>/!'tw.0m & !-Ls e ree1Pa1ie'RVtµ YL�sPARK C SHELTER - .- r .. � .F � T - � !' i • . r / z " z .-. ' .� r - c . ' •� r . / / c, . � r F /; /c .. 7 z � /. y3" ►�rsf �z iA. '$ �. i '� 4 � �:•"+ff /i c f ..z /. , , ,. I , r .�.' „ '. r. - •„'-c. c' c. / c: ,' T _c w ••� � .. � •' ,.. K'-, / r v• c ..� .' /r'r ,'' / 'F � • FLOOR AREA = 320 SF r c... /` �. " /cT• R. i ,r .c /cr r:' •c /'r r /cc mac' , , r ,r - r , - / r ,-, �.. T' c r r c �h c :' Gr . • STEEL PIPE FRAME STRUCTURE W/ MASONRY AROUND BASE r c ' = .. c ,c ' !' . t - ► ' ' T r i-' I" • VAULTED INTERIOR CEILING ' R . r.�-D • LIGHTED INTERIOR • SHINGLE ROOF + �' • FINISHED CONCRETE FLOOR • COLORS AND MASONRY TO MATCH OTHER SIMILAR STRUCTURES ❑ +2' IN CASTLEGATE NORTH & SOUTH ELEVATION ICU MASONRY AROUND COLUMN 12' X 30" PERIMETER BEAM (4 - #5 BARS) +3 NOTES: F J } ' EAST & WEST ELEVATION 1. FINISH: LIGHT BROOM FINISH. JOINTS TO C E p1 BE TOOLED 1' DEEP AT AN INTERVAL �+ O I-y- R Q U! i R F D EQUAL TO THE SIDEWALK WIDTH. PI AKI VIEW EXPANSION JOINTS O 40' O.C., 6' SEAL WITH JOINT MATERIAL CONTRACTION JOINTS O 6' O.C. SMOOTH EL BAR NOTE: CONTRACTION JOINTS REVIEWED FOR COMPLIANCE MAY 2 6 2016 COLLEGE STATION DEVELOPMENT SERVICES PLAT FILED: V I ID, E D F b R w MAY 25 2016 COLLEGE STATION ENGINEERING ! OR FORMED_ SEAL 20' TOP OF PATH TO BE 1" ND 1X MIN. 3/4"-"� SHALL BE AT 15' WITH JOINT MATERIAL 2 DOWEL IN AND TIE TO ANY CONCRETE ABOVE GROU STRUCTURE ADJACENT TO SIDEWALK -•- - 2% MAX. MAX. SPACING 3/8" TO 1/2" WIDE, 2" DEEP Schultz Engineering, LLC 2730 Longmire, Suite A *„ College Station, Texas 77845 979.764.3900 TBPE FIRM NO. 12327 (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH #3 X 12" BARS O 12" O.C. OR #4 X 12" BARS O 18" O.C. 3. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY OF AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION 'PEST ASTM 0698 (STANDARD) AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON FEBRUARY 4, 2016. RELEASED FOR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR RCF RCF JPS 15-419 FEBRUARY 2016 /r' OF -� JOSEPH' P.' SCHULTZ' 65889 6 28-DAY CONCRETE STRENGTH J3 BARS O 12" O.C.E.W. OR 3000 PSI (4" THICK MIN.) #4 BARS O 18" O.C.E.W. CONCRETE PATH TYPICAL SECTION DETAIL N.T.S. 4" � NON -EXTRUDING METAL OR PLASTIC CAP INSIDE JOINT FILLER DIAMETER TO BE 1/16" GREATER THAN DIAMETER OR DOWEL BAR. SIDEWALK EXPANSION JOINT DETAIL N.T.S. CASTLEGATE II PARK PARKLAND C -SECTION 206 COLLEGE STATION, TX 11] 1 PER PLAN SIDEWALK CONTRACTION JOINT N.T.S. SPECIFICATIONS LIGHT FIXTURES BETA LED "THE EDGE" LUMINAIRE, CAT. # ARE-EDG-2MB-AA-06-C-UL-BK-F(120)-R, TYPE II LONESTAR PRESTRESS, ROCHESTER SERIES, CAT. # LIGHT POLES 161214-FB (BLACK ETCHED FINISH WITH ACRYLIC SEALER. 2-3/8" TENON, POLE EMBEDDED, 12' TALL) TRASH RECEPTACLE PILOT ROCK MODEL TRH/CN-55PC24. HOLDS 55-GAL. BARREL. 2"X4" VERTICAL GREEN PLASTIC SLATS. LEA PARK & PLAY 200-X ROTATING GRILL MODEL 200. ROTATES FULL 360 DEGREES. NON -TOXIC BLACK GRILL FINISH, 3-1/2" OD IRON PIPE PEDESTAL. (OR APPROVED EQUAL) MANSION ATHLETICS FURNITURE TABLES, 8' TWO SIDED TABLE ADA PICNIC TABLE, ALUMINUM, 2%" DIAMETER ALL WELDED WALK THROUGH FRAME, MODEL NO. 1276053. (OR APPROVED EQUAL) LEGEND PROPERTY BOUNDARY - -328 -- - - EXISTING CONTOUR - - EXISTING EASEMENT EXISTING SIDEWALK • :: ' '' .: •��': PROPOSED SIDEWALK -- LIGHT POLE NOT TO SCALE VICINITY MAP PROJECT LOCATION SCALE VERTICAL N/A HORIZONTAL 1"=20' PLOTTING SCALE: 1:1 FILE NAME: 15-419 SHEET VICINITY MAP PROJECT LOCATION N NOT TO SCALE OWNER/DEVELOPER: 3 -D DEVELOPMENT/GREENS PRAIRIE INVESTORS, LTD 4490 CASTLEGATE DRIVE COLLEGE STATION, TX 77845 (979) 690-7250 �• i moo*' T T 1 jem- �; A u e(3, 14 1 I'l l7r7r9 L , TBPE FIRM REGISTRATION NO. 12327 2730 LONGMIRE, SUITE A COLLEGE STATION, TEXAS 77845 979.764.3900 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P, SCHULTZ, P.E., LICENSE NO. 65889 ON FEBRUARY 4, 2016. RELEASED FOR CONSTRUCTION .......................... JOSEPH P. SCHULR 65889 2/4/2Q16 SCHEDULE OF SHEETS SHEET TITLE Cl SITE PLAN C2 GRADING AND EROSION CONTROL PLAN L1 LANDSCAPE PLAN 5Eaj-) -Ac) 5?2015 - CD7O (� P If S000bO©OG 1 5-b - ( Le ct: 3 p v0