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Home My WebLink AboutDrawingsN, ""11 ,i 'Kil.3" j6U ii .... -k HNIS1 R 11 ?HNil umm llirl',! 'L ME A lltl "In., I , N v� , �,7ffi " '. , L 111 .�1.1.1.1-...�-....��.-...,..�,.�,,�.�.,.-,�-.-.--...--�..�l.-� ........ . . .... .......... . . ..... L LLIL m jt� PROJECT CLEZ vm i iON - NORTH 1 20 -011 tL=`�! 7, EA 7111 11':'__"� fri, 77 !."q MA 14 "N" MIT. 7 Ilk ffkms 4 N U: I U1, It e 3jR -q z fg, ii yq 73, ff t t' Pli,-1 lit I ili�� 131 fl fK,`�` 141 it iq i"�:' t f ji"'T' 4 1 lvlt� it tj-, �i �R_ii V1 -1 I ' I 'T f I i V f 4" 1, li�j I 'NMI ti! t Po PROJECT OWNER/APPLICANT ARCHITECT NuVita Headquarters Woodbolt International The Beck Group CONCRETE W/ ARCH FINISH 1 MASONRY VENEER 1 3891 Traditions Dr. 715 N. Main Street 1108 Lavaca, Suite 520, 'CONCRETE W/ ARCH FINISH 2 MASONRY VENEER 2 Bryan, TX 77807 Bryan, TX 77803 Austin, TX 78701 METAL -. PANEL CLADDING 1 WOOD CLADDING R# 350212 512-983-1181 512-997-5000 Legal Description: METAL PANEL CLADDING 2 John H. Jones Survey A26 Po , \\\\ \\\ \ \ \ \ ,\\ Beck Architecture . . \ \ .. 1108 Lavaca Stte reet j Austin, TX 78701 512-997-5008 com \_ \ \ \ \\ ` \,\ ecka512-9c i 97— 009 , \ \\ \\, \ \ \ ,\\\ \ "\ \ \ \\ 1. . \ \` \ \ \ .. \ \` \ \ \ \ l . \ \ \. � \ \ daniel Woodroffe group 912b Congress Avenue :\ � \ \ Austin, TX 78701 512 320 0668 \' \ . \ \ \ \ I . \ � \ ' \ \ \ 1" . ` \ \ ' . . \ \ \ /\ ,- �,, \ - . \ �, , . ,'. \; \ . \.' 'a \ . - - ','.`;iii" ,L i -i \ / _ - :,, , �': a.: ., + ,,,>,.+�`,:. x \ pie r .,.<++ a 4; ' - I . r, \ \ ;': \ \ .... ++`++<: » ': 1 \ /!J .�'.�,�,, i \ \ \ < :� \ hA . . .. tt,.\\ ? :J` \2. i Y2 UNP '.' . < , �,+. � ,+ , ar .w. ,,,,+ , \ ..ti`:a \ \ r, 1 ,, +, - ,+ Q ' '. ' , * �, \ :::`: :,. ---z,\ \ ,+ .+�.. \\ __\ - \ _`_ :, :: _ 1 .,, — — I.III . , ` _ _ aa....,,, ,. — " . I IV6 1.6 _---- - - -- - - i; _ - - .. :r ,.,) +;�, Q UC 4 -- - I ?:------- -- --------------- --- �' '' — 1" — — — — — — — — — — — — — — '- — — — — — — , ::� 4, - :: ,`Z`" ,. 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I a. , ,< G (, I 1>'`' I i °:' :,° -- :� ,.. ..'+',:+::.'.'. ......_ \— PRGPWED WATER LME - - / - `.•:.',',',',`,`:;, - _........ _ .RAI x + < :a ° • " TREE V aa... .... ,,...... 1 i': .: ...: TO BE REMO ED, TYP I �::�:• . _ TREE TO BE REMOVED, TYP. , J''' --- i - - - — ; — — „ „ — — — i[_++� ::h::::+ :a +`+ ., „+„%r+ SHRB ++.a.,..,..,, , ,+ : ; ; � — K — � Im I : ...a, - ...... .. _-.._ ._...... _ NUVITA ,,,aaaa, ......<:. .. „ , .... ..++.....,waw.,,.+,. ..... :+...... „+> ,,.+,,..>.,....., . <aa.... •� rtiry �:, `: I HE D A UARTER �' ` S Q y ,`' "•::. r, I. -4+:4-X4- u . :``: : ` �, +a: ++, r: x •r . x.` ' D. +%+ :o ,a< : r x: r°F - w , w . , . , . < + < . + + . _ + , , . + , , , , r < ♦ , r,+� ,ter , q . . . ( �i-'-,��--.� - -- ��'-- — )— — — — — — — — — — :. — _ _ ... I . -- . — _ .— _ _ — — _ EXISRNG STO NE - - ._ ... — — _ _ _ _ _ — ..—._.... _. _ .. +-r ,sas< s -a .sa•.-+-..-o ,-v-a ;-x ,-r. -a-, .-. ,:..� -.f1. .... < r . + i , , .. .... , a a-> , , , , .. — I 1 // QV 3 II DEAD TREE / J HSC PARKWAY- SITE DEVELOPMENT . I ( TO BE REMOVED / / I J / LANDSCAPE PLAN - - - - - - - - - - - - - - - - - - - - - - - - - I I //J _ _ _ _ _ _ = _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ = c = _ _ - - - - - - - - - - - - - - - - 11 JJ - - - _ _ _ ______________________________------------------ i I i JT ----- 0 1 LANDSCAPE PLAN I L%S PLAN Scale:1"-30' El a. 167023 llJ 'ao JOB N0. SHEET / u DISTURB ROOTBALL. T -POSTS TO BE PARALLEL, VERTICAL, AND EVEN QUlty Callout Symbolant BOtanlCal Name UNDISTURBED SUBGRADE 5. WHEN INSTALLING CONCRETE ADJACENT TO THE ROOT ZONE OF A TREE, USE A PLASTIC VAPOR BARRIER BEHIND THE Beck Architecture GENERAL LANDSCAPE NOTES: PLANTING SCHEDULE 3. THE IRRIGATION INSTALLER SHALL DEVELOP AND PROVIDE AN AS -BUILT DESIGN PLAN AND WATER BUDGET TO THE OWNER AT THE 1108 Lavaca Street suite 520 1. REFERENCE TECHNICAL SPECIFICATION SECTION "LANDSCAPE PLANTING" FOR ADDITIONAL REQUIREMENTS 6'-0" s� CUT ALL ROPES, WIRES AND BURLAP TIME THE FINAL PLUMBING INSPECTION IS PERFORMED. THE WATER BUDGET SHALL INCLUDE: PER MINUTEMOVE pNDSrgp Austin, TX 78701 MCI " = 2. TREES LESS THAN 4 CALIPER (2) T POSTS 1. ALL LANDSCAPE AREAS ADJACENT TO VEHICULAR USE SHALL BE PROTECTED BY 6 HEIGHT CURBS, WHEELSTOPS OR OTHER _. _ . , „ . -.; .. , _ >- ..,,. ,. - � Shatle rees „ (:. 512-997-5008 512-997-5009 TOP OF ROOTBALLTO BE TREES 4" CALIPER AND GREATER = (3) T -POSTS APPROVED BARRIERS PER THE BIOCORRIDOR PLANNED DEVELOPMENT DISTRICT ORDINANCE. .T 5.. ' _._. ,. SHRB _,, TBXaS Sage'compact' eckarchitecture.com Plant 36" o.C. 2"ABOVE FINISHED Common Name B. THE LOCATION OF THE EMERGENCY IRRIGATION SYSTEM SHUT-OFF VALVE. A LAMINATED COPY OF THE WATER BUDGET SHALL : " ° ^ m Leucophyllum frutescens 36Y ht. 2. THE OWNER SHALL CONTINUOUSLY MAINTAIN THE REQUIRED LANDSCAPING IN ACCORDANCE WITH THE BIOCORRIDOR Callout Symbol Quantity Botanical Name SIZE REMARKS BE PERMANENTLY INSTALLED INSIDE THE IRRIGATION CONTROLLER DOOR. O 'compacta' 36" spread PLANNED DEVELOPMENT DISTRICT ORDINANCE: 6" OF TREE TRUNK 71000do i 4" LAYER OF SPECIFIED MULCH c. Patio/Plaza _. ru Feb 13 Dry 14, 20 3. AN UNDERGROUND AUTOMATIC IRRIGATION SYSTEM WILL BE USED TO IRRIGATE ALL NEW LANDSCAPE MATERIAL WITH TURF SOIL DEPTH IS 12" AT 6' 3"HIGH EARTHEN WATER RETENTION SPECIAL CONSTRUCTION TECHNIQUES e: Combination of above (total} - Subtotal 6,+x64 SHRB ZONES SEPARATED FROM PLANTING ZONES. AUTOMATIC IRRIGATION SYSTEMS SHALL COMPLY WITH THE BIOCORRIDOR PLANNED DEVELOPMENT DISTRICT ORDINANCE.Shumard QS 4" Plant 36" o.C. Oak 4" Cal Single Straight Leader BASIN 1. PRIOR TO EXCAVATION WITHIN TREE DRIPLINES, OR THE REMOVAL OF TREES ADJACENT TO OTHER TREES THAT ARE TO 4. THE IRRIGATION SYSTEM SHALL BE IN PLACE AND FUNCTIONAL AT THE TIME OF THE LANDSCAPE INSPECTION. Myrica cerifera vat. pumila e Quercus shumardii 10' ht 5' sprd Container Grown daniel woodroffe group 5. REFERENCE TREE STAKING DETAIL FOR ALL NEW TREES. REMAIN, MAKE A CLEAN CUT BETWEEN THE DISTURBED AND UNDISTURBED ROOT ZONES WITH A ROCK SAW OR SIMILAR 4" Single Straight Leader 912b Congress Avenue Austin, TX 78701 512 320 0668 6. A MINIMUM OF 6" PERMEABLE SOIL, NATIVE OR IMPORTED, IS REQUIRED FOR TURF AND LANDSCAPE AREAS. THE ORGANIC QV 4�� EQUIPMENT TO MINIMIZE ROOT DAMAGE. Live Oak Cal E - I I -1- -l-1_I�15AI I -Ti= / MATTER CONTENT OF SUCH SOILS SHALL BE NOT LESS THAN 5% BY DRY WEIGHT. - - L III- O Quercus virginiana 10' ht Container Grown Germander Bush T@uCrlum frutiCanS a 5 aI. 36Y' ht. REF. PLANT SCHEDULE 7. IRRIGATION LINES SHOULD BE TRENCHED SO THAT THERE IS NO DISTURBANCE TU THE CRITICAL ROOT ZONE O F EXISTING 5' sprd FOR SPACING r TREES. TOP OF ROOTBALL TO BE 1" AND STREETSCAPING SHALL BE MAINTAINED AND PRESERVED IN ACCORDANCE WITH THE APPROVED QV 3 " Live Oak 3" Single Straight Le g der ,.. � •��_-, ABOVE FINISHED GRADE 8. LANDSCAPING LANDSCAPE/S TREETSCAPE PLAN. REPLACEMENT OF LANDSCAPE AND STREETSCAPE MUST OCCUR WITHIN (45) FORTY-FIVE QUG'rCUs vlrglnlana , 9 ht Container Grown DAYS OF NOTIFICAITON BY THE BIOCORRIDOR REVIEW COMMITTEE. REPLACEMENT MUST BE OF SIMILAR CHARACTER AND THE 5' sprd TOP BED LEVEL WITH MINIMUM 3" LAYER SAME OR HIGHER POINT TOTAL AS THE DEAD OR REMOVED LANDSCAPING. FAILURE TO REPLACE DEAD OR REMOVED - i=` OF DECOMPOSED GRANITE MULCH, LIGHTLY TAMP WITH HAND "� "t ` LANDSCAPING, AS REQUIRED BY THE BIOCORRIDOR REVIEW COMMITTEE SHALL CONSTITUTE A VIOLATION OF SECTION 9.S.F.1 C A PENALTY MAY BE INVOKED. FOR WHICH �� UC 4 Cedar Elm 4" Cal Single Straight Le er s ,;r` s`• j i '''• FINISHED GRADE LANDSCAPE/IRRIGATION NOTES Ulmus crassifolia , 10 ht Container Grown 5' sprd / �� / �/ .\ PLANTING MIX, SUBMIT FOR APPROVAL . \ AUTOMATIC IRRIGATION SYSTEMS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS. THESE REQUIREMENTS SHALL BE NOTED ON THE Le m\/�\/�\/�\ , REMOVE CONTAINER WIRES; TWINE, ETC. //�//�//�//� /� SITE DEVELOPMENT PERMIT AND SHALL BE IMPLEMENTED AS PART OF THE LANDSCAPE INSPECTION: -rp 3.. Bald Cypress 3" Cal Single Straight der N �� O Taxodium distichum 8' ht Container Grown LU 1. A NEW COMMERCIAL AND MULTI -FAMILY IRRIGATION SYSTEM MUST BE DESIGNED AND INSTALLED SO THAT: 5' sprd UNDISTURBED SUBGRADE — A. .THERE IS NOT DIRECT OVERSPRAY ONTO NON -IRRIGATED AREAS FEET WIDE SUCH AS MEDIANS BUFFER LESS THAN SIX 6 F TEM DOES NOT INCLUDE SPRAY IRRIGATION ON AREAS s B. THE SYS () ( STRIPS, AND PARKING LOT ISLANDS) Common Name 03 Shrub Plantln Metall g O NTS Q C. ABOVE -GROUND IRRIGATION EMISSION DEVICES ARE SET BACK AT LEAST SIX (6) INCHES FROM IMPERVIOUS SURFACES D. THE IRRIGATION SYSTEM HAS A MASTER VALVE Callout Symbol Quantity Botanical Name SIZE REMARKS E. CIRCUIT REMOTE CONTROL VALVES HAVE ADJUSTABLE FLOW CONTROLS F. SERVICEABLE IN -HEAD CHECK VALVES ARE ADJACENT TO PAVED AREAS WHERE ELEVATION DIFFERENCES MAY CAUSE LOW HEAD DRAINAGE IRRIGATION SYSTEM HAS A CITY- APPROVED WEATHER BASED CONTROLLER IV6 1.5j 5 Yaupon Holly 1.5" Cal min. Container G. THE O Ilex vomitoria 6' ht H. AN AUTOMATIC RAIN SHUT-OFF DEVICE SHUTS OFF THE IRRIGATION SYSTEM AUTOMATICALLY AFTER NOT MORE THAN A 4' sprd eo ONE-HALF INCH (1/2") RAINFALL 4 1. ZONE VALVES AND CIRCUITS ARE SEPARATED BASED ON PLANT WATER REQUIREMENTS J. AN IRRIGATION EMISSION DEVICE (SUCH AS SPRAY, ROTOR, OR DRIP EMITTER) DOES NOT EXCEED THE MANUFACTURER'S (( PM6 1.5' Mexican Plum Container ARBOR TIE ATTACH TO 2 MINIMUM O ° INNER/ LARGER CANES. NO RUBBER RECOMMENDED OPERATING PRESSURE l_�1 Prunus mexicana 6' ht HOSING OR METAL WIRE TO BE USED K. NO COMPONENT OF THE IRRIGATION SYSTEM DEVIATES FROM THE MANUFACTURER'S RECOMMENDED USE OF THE PRODUCT. 5' sprd 0 2. THE MAXIMUM SPACING BETWEEN SPRAY OR ROTARY SPRINKLER HEADS MUST NOT EXCEED THE RADIUS OF THROW OF THE HEAD :shrubs � ,. .:. 60" IN GREEN METAL T -POST TO BE INSTALLED 1'-0" MINIMUM INTO UNDISTURBED SUBGRADE. DO NOT UNLESS MANUFACTURER OF THE SPRINKLER HEAD SPECIFICALLY RECOMMENDS A GREATER SPACING. THE RADIUS OF THROW IS DETERMINED BY REFERENCE TO THE MANUFACTURER'S SPECIFICATIONS FOR A SPECIFIC NOZZLE AT A SPECIFIC OPERATING PRESSURE.SIZE ; . ....... ... . .... Common Name REMARKS - TO MINIMIZE SOIL COMPACTION. ON SITE 36" spread ,I DISTURB ROOTBALL. T -POSTS TO BE PARALLEL, VERTICAL, AND EVEN QUlty Callout Symbolant BOtanlCal Name UNDISTURBED SUBGRADE 5. WHEN INSTALLING CONCRETE ADJACENT TO THE ROOT ZONE OF A TREE, USE A PLASTIC VAPOR BARRIER BEHIND THE NOTE: 3. THE IRRIGATION INSTALLER SHALL DEVELOP AND PROVIDE AN AS -BUILT DESIGN PLAN AND WATER BUDGET TO THE OWNER AT THE CONCRETE TO PROHIBIT LEACHING OF LIME INTO THE SOIL. 1. REFERENCE TECHNICAL SPECIFICATION SECTION "LANDSCAPE PLANTING" FOR ADDITIONAL REQUIREMENTS 6'-0" s� CUT ALL ROPES, WIRES AND BURLAP TIME THE FINAL PLUMBING INSPECTION IS PERFORMED. THE WATER BUDGET SHALL INCLUDE: PER MINUTEMOVE pNDSrgp " = 2. TREES LESS THAN 4 CALIPER (2) T POSTS j Section 9.7 Private Common Q n:S ace - 8: Standards Pe . P . QFO Fy WO 9 TOP OF ROOTBALLTO BE TREES 4" CALIPER AND GREATER = (3) T -POSTS FROM TRUNK AND TOP OF ROOTBALL A. A CHART CONTAINING ZONE NUMBERS, PRECIPITATION RATE, AND GALLONS �� CR SHRB TBXaS Sage'compact' 5 gal. Plant 36" o.C. 2"ABOVE FINISHED REALL CONTAINERS FROM B. THE LOCATION OF THE EMERGENCY IRRIGATION SYSTEM SHUT-OFF VALVE. A LAMINATED COPY OF THE WATER BUDGET SHALL : " ° ^ m Leucophyllum frutescens 36Y ht. Required (2%) Provided: GRADE. MULCH TO BE NO DEEPER THAN 2" WITHIN Fo2 Planting tail Ornamental Tree P a g e REMOVE L BE PERMANENTLY INSTALLED INSIDE THE IRRIGATION CONTROLLER DOOR. O 'compacta' 36" spread 6" OF TREE TRUNK 71000do i 4" LAYER OF SPECIFIED MULCH c. Patio/Plaza _. ru Feb 13 Dry 14, 20 SOIL DEPTH IS 12" AT 6' 3"HIGH EARTHEN WATER RETENTION SPECIAL CONSTRUCTION TECHNIQUES e: Combination of above (total} - Subtotal 6,+x64 SHRB Dwarf Wax Myrtle 5 dal, Plant 36" o.C. 7,U00 Si? . .... RADIUS FROM TRUNK OR 1' o" MINIMUM BASIN 1. PRIOR TO EXCAVATION WITHIN TREE DRIPLINES, OR THE REMOVAL OF TREES ADJACENT TO OTHER TREES THAT ARE TO Myrica cerifera vat. pumila 36' ht. 12 TO B.O.C. IN ISLAND FINISHED GRADE REMAIN, MAKE A CLEAN CUT BETWEEN THE DISTURBED AND UNDISTURBED ROOT ZONES WITH A ROCK SAW OR SIMILAR 36° Spread EQUIPMENT TO MINIMIZE ROOT DAMAGE. E - I I -1- -l-1_I�15AI I -Ti= / a =- '' - - L III- 2. IN CRITICAL ROOT ZONE AREA THAT CANNOT BE PROTECTED DURING CONSTRUCTION WITH FENCING, AND WHERE HEAVY VEHICULAR TRAFFIC IS ANTICIPATED, COVER THOSE AREA WITH FOUR (4) INCHES OF ORGANIC MULCH TO BE PRODUCED SHRB Germander Bush T@uCrlum frutiCanS a 5 aI. 36Y' ht. Plant 36" O.C. � O- ---�/�, �( -� —� i' _� 4 z .3. PERFORM ALL GRADING WITHIN CRITICAL ROOT ZONE AREA WITH SMALL EQUIPMENT TO MINIMIZE ROOT DAMAGE. CL o -�-"<• - -- WATER ALL TREES MOST HEAVILY IMPACTED BY CONSTRUCTION ACTIVITIES DEEPLY AS NECESSARY DURING PERIODS OF v,• � , �.,, �_ / _ . SPECIFIED SOIL BACKFILL MIX 4. A ,yv /. OWNS WITH WATER PERIODICALLY REDUCE DUST ACCUMULATION ON THE LEAVES. x � �2�� - { I- HOT DRY WEATHER. SPRAY TREE CRO IJLANU UK rtwlwSULA- SVIL I MAN I IwU WNUI I Iv1V I o IAIVUAmu otu - LAwUov/irt rLAIV 11410 vvwul I Iv1V 01 Canopy Tree Planting Detail NTS 167023 L2 JOB NO. SHEET (- UNDISTURBED SUBGRADE 5. WHEN INSTALLING CONCRETE ADJACENT TO THE ROOT ZONE OF A TREE, USE A PLASTIC VAPOR BARRIER BEHIND THE NOTE: CONCRETE TO PROHIBIT LEACHING OF LIME INTO THE SOIL. 1. REFERENCE TECHNICAL SPECIFICATION SECTION "LANDSCAPE PLANTING" FOR ADDITIONAL REQUIREMENTS 6'-0" pNDSrgp " = 2. TREES LESS THAN 4 CALIPER (2) T POSTS Section 9.7 Private Common Q n:S ace - 8: Standards Pe . P . QFO Fy WO 9 TREES 4" CALIPER AND GREATER = (3) T -POSTS ^+ =a t s ;a - a :e 4- o^ a -^ ^; a o - s a o a a- a s s ss- �� CR 9 � m a- a .• ,_ L6 o <— ISLAND OR PENINSULA- SOIL / PLANTING CONDITION STANDARD BED - LANDSCAPE PLANTING CONDITION --� : " ° ^ m Required (2%) Provided: 228 Q' Fo2 Planting tail Ornamental Tree P a g e NTS Total Site Area .. 7'AG / 348,189 SF 6,964...... _ .99 a. Natural &:Undisturlaed I. . .-�...,� b. Gathering area {not used for Site Design $Cds.} 71000do c. Patio/Plaza _. ru Feb 13 Dry 14, 20 d. Green Root (Warrienities fbr gathering) .;- e: Combination of above (total} - Subtotal 6,+x64 7,p04 Private Common OOoh,Spaoo Pravided Total 7,U00 Si? . .... IJLANU UK rtwlwSULA- SVIL I MAN I IwU WNUI I Iv1V I o IAIVUAmu otu - LAwUov/irt rLAIV 11410 vvwul I Iv1V 01 Canopy Tree Planting Detail NTS 167023 L2 JOB NO. SHEET �`' " i I Beck Architecture �" `<iVk ",, _ _ _ _ _. 108 Lavaca Street I _ _- " ",,, I "` �< ' O �` - ,4i" LUMINAIRE SCEDULE _ __ _ - Suite 520 - GENERAL NOTES: - Austin, TX 78701 3 "'I"', ~.,.._._' "_._ "" TYPE MANUFAGTUREI CATALOG NO. LAMPS FIXTURE VOLTS MOUNTING REMARKS 512.997-5008 I H1-2\ "~ 11z i 0 "^- ""~'" I11 � "'" NO: TYPE WATTS WATTS 1. REFER TO SPECIFICATIONS, SCHEDULES, DETAILS AND GENERAL NOTES 512-997-5009 I Q1 ; " - SHEET FOR ADDITIONAL SITE REQUIREMENTS. www.beckarchitecture.com [ i ~~ " :, , # "•: Q1 BEGA-US 9491 LED LED 26 277 POLE BLACK LED FIXTURE HOUSING ON BLACK POLE -1T 8'1 I ` MOUNTING HEIGHT 2. BURIED CONDUIT SHALL BE S OW FINISHED GRADE i ".,F ," � r_,___.._" \ INSTALLED AT 24 BE "" i i I "_, ""__. i --_..QNQ,._-1$_= MAY BE_USED._AT LOCATIONS NOT SUBJECT TO VEHICLE OR I l �" EQUIPMENT LOADING, BUT ONLY WITH ENGINEER APPROVAL. 1-010* coN�u�nnio �.____-._-__- Q2; BEGA US' 9556 LED LED 52 277 POLE BLACK LED FIXTURE HOUSWG'ON BLAOK POLE -24' MOUNTING HEIGHT IEEA�NmNRRR• 3 I `--^.,,,4" "•.""' 3. SITE ELECTRICAL CONDUIT ROUTING IS DIAGRAMMATIC. EC MAY ADJUST _ _W, - ^ "-"•, ~ . ," I // PATHS AS REQUIRED PER SITE CONDITIONS AND WITHIN THE FOLLOWING 6615 Vaught Ranch Road, Suite 200 " R: BEGA US 8554 LED CK BOLLARD - '- '.' LIMITATIONS: DO NOT ROUTE EXPOSED. DO NOT ROUTE UNDER EXISTING, Austin, Texas 78730-2314 USA ` LED 18 277 BOLLARD LED FIXTURE IN BLACK 3 3 MOUNTING HEIGHT NEW, OR FUTURE BUILDINGS OR STRUCTURES. ONLY ROUTE UNDER 512.744.4400 main - 512.744.4444 fax " - _, _ i �. "•--„.'_ i SIDEWALKS OR WITHIN THE DRIP LINE OF TREES WHERE UNAVOIDABLE. www.eeace.com I ,.--_ .,,,,\ : NOTES: ''_ " I I; y "' 4. VERIFY EXISTING BURIED UTILITY LOCATIONS PRIOR TO TRENCHING FOR State of registration TX '_^„ \1 , / 1, ALL EXTERIOR FIXTURES SHALL BE SWITCHED VIA PHOTO C€LUTIME CLOCK. g I _.._ CONDUIT OR BORING FOR LIGHT POLE FOUNDATIONS. USE GROUND Firm Registration No.F-2497 "" 2. WHETHER INDICATED IN CATALOG NUMBER OR NOT,, CONTRACTOR TO PROVIDE ALL NICESSARY'ACCESSORIES AND MOUNTING HARDWARE REQUIRED FOR A COMPLETE INSTALLATION. g . " " " PENETRATING RADAR SCAN. EEA Project No. 20120118 I "_ " ._ _ 3: COORDINATE FIXTURE COLOR SELECTION WITH ARCHITECT PRIOR TO PURCHASE: I Q1 ~,.,,~ __ \ / _ "~-."-.:..._, - r i .-...._V_________...._ 5 'VERIFY NEW _BURIED_ UTILITY LOCATIONS AND COORDINATE INSTALLATION I __ - I 1 % .....,..,,,.....,..,, ` f \ - WITH UTILITIES THAT REQUIRE A SPECIFIC SLOPE (DRAIN LINES, ETC.. EC SHALL BE RESPONSIBLE FOR COORDINATING WITH OTHER TRADES II I \ _.. „_.," _ ..,_. '_ , .... T'"... ,,, i . _"� EXISTING BTU UG CONDUCTOR SIZES NOT SHOWN. CONDUIT AND 1 3 f ._._._'_. .... -_ _' _ ,-.._.._...............:.--__.__..-...._..._..._......-...-..-•-_•__..__.._...._..._......__>_..: _.._._._._._.._____...........-..,_..__..._.,______...:_...._ - /" �'` i 6. REFER TO ONE LINE DIAGRAM AND PANEL SCHEDULES FOR 1 I _ _ _.__._-�_ _ _ _,_____ __-.__-_� ________ _,___.__-__3 " . i i ELECTRICAL,~ _ ~.. I �. _._ "• `"'` 7. THIS`SITE PLAN HAS BEEN PLOTTED AT 1'=1 16"SCALE ON A 30"X 42" J ` -,. -.., ," % r I ° 1 �t `� \ ` \ ' ' i 1 TITLE BLOCK. ",,, I I �--•-_-' `' \ # I I I I 8. THE PROPERTY LINE IS SHOWN AS A DASHED LINE ON THE OUTSIDE EDGE " -- y\ I%r '\ '� '. / c OF THISr'SHEEf. REFER TO ARCHITECTURAL AND CIVIL PLAN FOR "",-„ __., _' _ _ i Ol TYP -,_ . f / \," \ / ADDITIONAL SITE PLAN INFORMATION. i ^ .,._.., �,..^_ - _ _. I-- _ - i ALL SITE LIGHTING SPECIFIED ON THE CONSTRUCTION DOC MENTS AND t ____- " w•.:' ` « - ' ----'- '- - ...._._, _-.-__.... __._.._, ______ ._ _ _---. _.. ____ __. ___W _ ____. _ .___._ -_ __ _ _ i SHOWN HERE ARE FULL CUT OFF, DARK SKY COMPLIANT MINAIRES WITH i( `" ".:._, " -.__ �f/r _.- f ,.�- _ HOUSINGS HAVING OPAQUE SIDES AND TOP, AND A FLAT G SS LENSES ] , a_ _h ,..:: °«I , ! ON THE BOTTOM SURFACE ONLY. / _ _ I _ __._...._. -.._� _ 3' E I s f J II 1. I \•.,, /,- d- j _; `/ I0. ALL SITE LUMINAIRE LAMP TYPES SHALL BE FLUORESCENT, LED, OR z _..._.._.._.___._..._._ _........----------- ___ __ _ --___" « _,,.�, _ _.. , . J ,. __ i _.COLOR CORRECTcD METAL HALIDE. i _ _ I 1 _ I Ii i % I/ r [ � .: _ 3,.„.,,;:,,.�.:,.,,,,,11 SITE LUMINAIRE PROJECTED LIGHT SHALL BE ORIENTED S Al DOWN 1 - - I..K __ __ _................_ I: I I I� i : I [ I i /' I ./ I I Q 1-I II I �.'.l.-..._..._........ _____._ ............. __-.1 f,.- _„ I I \'I t 011 IN ,--._...._._..__< I ii i! II I[ j I I € ; L" ,E iE I 1.1 ;i i....._..._...I s ' € iI __ _-::.._-..-____ --,----"I ;' i1 I! _____ II .. _ _ I] II AND SEI BACK FROM PROPERTY LINES TO AVOID PROJECTI G. LIGHT . 1 ACROSS THE PROPERTY LINE. THE ONLY EXCEPTION SHALL BE TREE UP r"-,------, ...... -___ __.__ ( LIGHTS WHICH WILL BE ORIENTED TOWARDS THE TREE CAN PY AND THE i - - -- - - - - --- - - --- - INTERIOR OF THE SITE. NO SITE LIGHTING, INCLUDING TREE�UP LIGHTS, [ ( SHALL PROJECT LIGHT DIRECTLY TOWARDS ROADWAYS OR ADJACENT I I PROPERTIES OR INTERFERE WITH THE NIGHT VISIBILITY OF EDESTRIANS OR I i AUTOMOBILES. . _ __ _ __ i 12. THE NUMBER GRID ON THIS PLAN INDICATES FOOTCANDLE EVELS AT THAT ji , _. m_.._..__,__,_ LOCATION. LIGHTING HAS BEEN DESIGNED TO LIMIT FOOTCANDLE LEVELS AT #. s -..:� I rur MM -1n 1- 1 I- - a - 1 -r -.1. r 1 &CC Ii - II I I i4 p I : ° € - II IL i -I -I "IN LIIYL 1V I.VV i VV i VPIYULL- VIN LL.'-. _ - ! L. ;` � [11( ; Ill / I 13. ALL POLE MOUNTED LUMINAIRES SHALL BE MOUNTED AT O� BELOW 24 \ / I.I' tj ° p p p (E p FEET BO G jjj .. 1 € ) M :E:S �x { ,°,., r.r...,,,,,,., E' \\ I -f..-^^^..,,, N. e j _„ r I / 1; ,I` Lq% \ ' ' I f:, I .j H I� il zl } `L ° I ,) IIS � I: . M < F.ti I I I Q1 D I LI1 I: t; rf �. i r / "1 ! r I \ /r ti� !Iq I °$I �`�...__% 11 A VE RADE. H I,I ;� ( 14. ALL WALKWAY LUMINAIRES SHALL BE MOUNTED AT OR BELOW 12 FEET - ...._....._ . I i ABOVE GRADE. � i I F I 15. NO FACADE OR FLAG POLE LIGHTING IS PLANNED FOR THIS SITE. =-fli w =P 16. ALL CANOPY LIGHTING SHALL BE FULL RECESSED WITHIN THE CANOPY. }y ._>...-w. ....,....,...,._ I i it .. ! .i R.'_,". +>- yy z - IE f ................:......... .:._.....__..._............... j �'� 3 j{ ,I(U I— -",.. \ Al _-c.r:.>..a:p.,: 5,.:en:_ .,_, ,.,5....,>..:,� ii. I :1_. p:3 pfd / I _...._.x"/ I i f v Y> iffi f ' Ytos% ':mLk'sl."I ,:',,_.,x.z:€ `` � 3 '3Y€ - _ I - _ - _ _ - �=a v,w.� m p , . „ I ::: ... p. t. ^'WVA»»3sa,.cn.,.a.3.,:',u.»�v�.-__w,'?..._._..... a...,..,<..�..z- ..,w-- a,>s..,as.,.'.:ww.».c....<t..z.s::'mix.:.•-_........ --_--_-_-_.._.... ..... fE ; is � I'€I >� �' ° p I IIIIlil L KEYED NOTES O I €'3';I IIli:iii IE _ ' / >., ,. y / I� _. f ; r 7 f : I I € t I E E I I € I I € sI , ra�q` W _: 3 A. POLE MOUNTED LUMINAIRE. REFER TO FOUNDATION DETAIL AND u _ �3% LUMINAIRE SCHEDULE FOR MOUNTING HEIGHT. PROVIDE MOUNTING 1.( `i ,..<f -_---_....We. i !a._. :;-T:.=:e R .................................__......:...-......_: HARDWARE TO MATCH ARRANGEMENT SHOWN ON PLANS (SNGLE I =l Q 1;. - I -' _ ` I i HEAD, TWO AT 180, TWO AT 90, ETC . COORDINATE WIND) LOAD ON I „_ I I;y r;1 I ) _.'J.. , � e"1 1. - I I POLE WITH MANUFACTURER. COORDINATE EXACT POLE LO iATION t t,.�_ _._ ;,x I mm 'v w'7 Y " fI WITH EXISTING AND NEW BURIED UTILITIES. CIRCUIT ALL P LE �•-y / i . ---.------- y I .:�__N €_ „ _:111aI _ MOUNTED LIGHT FIXTURES AS INDICATED. C' -"'t ^i::: ,iF �.,,a +.:__ ^,.a c.. W..s-.:. a .>;.�, its �4 tz� °�-'°s'..'S ''p �, ... `5 a.. �, I< t y I _ j 'per._ _'I._ _ , u �t.> ;o v ! " y p ` Ipr rp --E'E ,�.�:::u:-0 ,. <<:%..�..�<z:..°�:t _ 1�_�'»w \ 1 » i l ) ",.1", ill 2. EXTERIOR LUMINAIRES SHALL BE SWITCHED BY A CONTACT € R _� 4 11 I 1 �. ,,, 13` :! N� �: My 1 m_....m.___...__......_.,__.__..__.__..._..._.. . _.._..._. ___.....I 11 I CONTROLLED BY A 24 HOUR 7 DAY ASTRONOMICAL TIME LOCK I . . [ �,_ •ter° „_--,.�.___-> x^ I ; ;- «,z I €_W_ _. __. I [ I WITH HOLIDAY SCHEDULING IN CONJUNCTION WITH A ROOF MOUNTED -=• ; j f I `1 ;'€ is I « L_ j `. i -_ __ _ -.,.� __ f 1 I E I _ PHOTOCELL. CONTACTOR AND TIME CLOCK TO BE MOUNT D € I . i % I11 :m i ADJACENT TO PANEL. i I 1 _° o_ _ _ 11 H i I �-----•-'-----_____-_- - s I 3. 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'_� \ \ \ \ E\'\\ •ELECTRICAL CONDUIT . \ �M1 OF A CALLED 417.85 ACRE TRACT I \ \ \ T9M 2 \ \ \, \�. �� >` v \ \ -\ ` 4023/91 - _ TBM 1 ,\ COTTON ASPtNiDaLLi \ \ \ . �\ _\ \ \ \ \- _ EXISTING MANHOLE RIM ' ELEVATION: 315.20' I \ \ \ \ (INV. 33Z4T \ . , 7 .. - _ \ . � CONCRETE PATH \ ` \ \ - \ \ -- - _ N: 10203504.7280' GCI \ '-PROPOSED \ \ \ �` -v ' �� \ - - - - _ S \ , 6:1 CONC. \ ROPDSED 24 RCP \ \ \ \ \ > a \ \ - _ - - -_- - - _ E: 3539347.3307 _ \ \� S. I- DRIVEWAY CULVERT \ \ \ �` ::: \ \ ' \ -__ TBM 2 .. - \ 72\ \ ¢30 STING MANHOLE \ \ . • D \ �� \` •- . \ 04S \ \ \ SQ '___1 \ \ __ _ - \\ I 4 a•'. ' ' __.. \ \ \ ,` j OTTON SPINDLE IN ASPHALT ELEVATION: 337.47 N: 10203697.73 \\ 00.�% \ \ r~ \ \ \ \ \ \ \ \ \ 3s>, % RqQ \ \ tv�r� \ `� \ / E: 3538863.59 \ 1-1 `\ \' Ls \ X33 �\ �' 3 T/ONS \ \ \ , \ U\ E 1.v. r.. D 1 ` , _ __ _ _ _ ,_ " \ _•_ ' \ \ S \ �% q ��M �\ \ �\�\ \ u o t; aD T d ' :' 20 10 0 20 i. . ` I � I FNT \ \ \ w r�� \� -�\ �� --> a". -- -�..,, SCALE IN FEET \ \ 3 �� \�' �� `1E -_�, s .s .:.---'- rte. .. .'"-. \ \ G p \ \ \ \ \ ... . i2` -- - \\ \ \ �.� \ \� S \ PROPOSED \ \ \`\ \ \ _� �., U '- - - .. '•.� - _ •-- \ S.E.T. \ \ \ \ `� '`> "'► tK 12 _ "�1E _ t1E i ` r _ j \ A - \ � S\ Is �\ , \ \_ �` \ OF SCU B EDGE \ \ \ \ \ \. `�!-t2_- �.W�12 --� - yy_1� / � uc tlP I u w -_ i�_ \ \ 2 \ \ -= �cE 9 UE , -_ - , . �_l . , -7 - _�_=] '.--'336 r -1 \ \ \\�,qs.\`\�S �` `\ ��' \• \ \ \ _ �'�.. -_ _. w - -- - - - - - - pp �' \�, \ \ ` \ 12 _�: _\ \ - - _ - - ,_ SITE NOTES: _ .. FIRE LANE SHOWN FOR REVIEW Il ONLY . ,.• \� I � 5' PUBUC ACCESS \ \ --- \_\ - S \ \ - 2 �� - 1. THE OWNER OF THUS PROPERTY IS DCMP REAL ESTATE i, LLC- THE SUBJECT PROPERTY IS LOT 1, BLOCK 1 OF THE TRADITIONS SUBDIVISION FIRE LANE SIGNS AND STRIPING "•�;;• EASEMENT \ �•� PHASE 22. THIS PROPERTY is ZONED PD -BC PLANNED DEVELOPMENT-BIOCORRIDOR. SHALL BE PER DETAIL I \\ \ \ , � `1 '� I & INDIES ON SHEET 01.02 - ., \�\ -. 10' PUE \ _ - NACKS - 0 - y l •\\- �\ \ - 9267/166 G S \` - 2�\ `� -\, EXISTING 12" SEWER UNE - Z ADOPTED BYI801H THE OF COLLEGE STATION AND THE CITY OF BRYAN. THE BIOCORRIOOR PLANNED DEVELOPMENT DISTRICT ORDINANCE _ L . . - w `\ \ \ \ � ``\ 2 --- ~` ( I - 3_ t171LtTY SERVICES TO HE PROVIDED AS SHOWN. hi6'iE ARE PROPOSED PRIVATE SANITARY SEWER AND WATER UNE IMPROVEMENT& THERE ARE NO m - \ \ \ \ �' �� - \ 1 `� \ �� _ BOXnCULVERT PUBUC WATER UNE AND SANITARY SEWER IMPROVEMENTS FOR THIS PROJECT. \\��\ z �� `� \ `G \\ \ 2 \` _- •�- - I 4. ALL PUBUC SITE ANO UTILITY WORK IS 1CX BE DON'c IN CONFORMANCE WITH THE BRYAN/ COLLEGE STATION 2012 STAN➢ARD SPEgFtCAnONS FOR . a : .i JE.HARDSCAPE AREA `\ �. �\ \`` S.,. �. •336 ' - - I-- -T(PER LANDSCAPE PIAN) \ \ \ GA TO EXISTING ``T2�.�`-` ' �- - WATER UNE WAiIIt, SEWER, STREETS, 9DEWNXS, SWPPP, de DRAINAGE. _ 1 'a '` ST \\ \ ` __ _ \ \ \\ -\ "" GAS \ `` " '-12 --335 - - - _� -- -_ - _ _ - --� - NO PUBLIC DRAINAGE STRUCTURES ARE PROPOSED FOR THIS SITE ALL DRAINAGE STRUCTURES SHALL BE PRIVATELY OWNED AND MANTAINED. 5 • _� - 6. CONTRACTOR IS REQUIRED TO PROVIDE CONTAINMENT FOR WASTE, PRIOR TO, AND DURING. DEMOLITION AND CONSTRUCTION. SOLID WASTE PROPOSED 8' to '' - 0- - ST - ST - ST -z: -t___ ` \ `� �� \ q>�q JZ 1 _ 334 - - '-\ � I � ' ROLL -OFF HOXES/AIETAL OUMPS7ERS SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONIRAC70R S) ONLY. ACCESSIBLE .; Ln`� \. ` •�. `� 701 TI REMOVED `NCTREE` _' GES - GAS _--•-.,. �- \ I EXISTING• ( ROUTE I :.,',,. _ -R \` • .,\ \_ _�______. •-��- AS _ '_.,,` �� CONC. SE.T. - 7. THE CONTRACTOR SHALL 8E RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH - . •�'' G ATMOS GAS UNE - - - - 1 THIS PROJECT h1E CONTRACTOR SHALL USE aLL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOW UTTER FROM THE PROP 26' . : :: a . .. • •. `� �- �' �z \ ^fcExLSTING MANHOLE \ /- -Z w PROJECT SITE FlRE HYDRANT �•.,.; . .. ," ` - ` ,_ �� _ �`- � GAS `,.,. �+ SIE PRIOR TO, AND DURING. OEMOUTON/CONSTRUCTION. . - - j - .: ? -� -_ \ N & OET,IOLITION/CONSTRUCTION WASTE -SITE REQUIRED TO PROVIDE CONTAINMENT FOR WA . L :?- + <' • ;: «.�. « •� •' J, . ; ; :.i, •. .:' _ _- _= 12 �- �1 S. / f SOLID WASTE ROLL -DHT' BOXES/METAL DUMPSTERS 'SHALL BE SUPPLED BY CITY OR CITY PERMITTED CQNIRACTDR. I ;�:. , ';' - -- ~3�s \ 5-12 - �� 5-12 S" s. NORMaL DaMEsnc w _ - 22• PROPOSED to ..,.• :a _ - •-•-... -, 5 SETBACK �_ S 12 S ASTEWATER 15 ANTICIPATED TO BE DISCHARGED FROM THIS DEVELOPMENT. .. ' .: . ' : •• ' ' '' ; +" •, : ; , �,. r.•= '• r .. ;:• •+�- . BlOfllIRAnON :. :.:•. . STORM SEWER •..•./: :�: a PIPE •''"."�;.'.• _ _ IN - 100 FLOOD PLAIN ACCORDING I FIR COMMUNITY P NO ,•-..•....•.;. •.. ' .. •, _• • � .•. _ 4804100285 E. DESIGNAnD YEAR TO THE F.I.R.M. MAPS, -.CO PANEL S. (TYT'.) " T ST -- ST -- ST 1.• s -mac ; eAs WALL --x` " AS r---'--..�'=i:`,'Z`.---ax••�.'•'-c _ - - -- PERFORATED \ `'335. '-`_ .!-Y / N / / w E�� GAS - MAY 2 5 10• THIS TRACT DOES NOT UE WITHIN A �.'-'•.•• ,'•: t'•' _ EFFECTIVE DATE: Y 16 012 ?.• : :'r S -STS ST EUOFR1A ON -- } / / --i 11. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM qtt OF BRYAN O.P.S. MDNUM . •. g� ----- - - - ---- - --- I BASIN GRAIN PIP - -'- _ ` / • 11 �� I - .... ... •'- '- -2 - - - - �- -- - - - -! `- - - 12 REFER TO LANDSCAPE PLANS FOR LANDSCAPE CALGILATIONS AND. DESIGN. - - - 13. REFER TO GRADING AND DRAINAGE PLAN SHEETS FOR EXISTING TOPOGRAPHY, GRADING AND DRAINAGE DESIGN. I STORM SEWER ..� . I - -. -, -- - - -- -- -• .. -- - - •_• ,_.,' - ' / �` 14. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE ELECTRICAL SITE PLAN. . I PROPOSED N , a N I .... • . �_ I I 7 I . AREA INLET .(IYP.) •`�.. I / - I ..•.. ..•..•.... ..... ,BIOFlLTRA710N BASIN ^---••..•,-. _ / '.:. ,' /. ' \ - 15. ON-SrTE SOLID WASTE WILL FIE S(RNCID BY CIN Cr BRYAN DUMPSTERS. - - I ..... (%\ _101__-I w • •�•,. • I - j • • - ' ' • ' .. .;y°6' • • • •./ . • �',' ISEE SHEET 01.02` \ 18. ALL PARKING SPACES ARE 9' N WIDTH UNLESS NOTED OTHERWISE THE DEPTH OF THE SPACES IS 10'. THE PARKING LOT DRIVE AISLES ARE 26' - - ._. f. . O1 / / \\ I __ �,\,� IN WIDTH UNLESS NOTED OTHERWISE THE MINIMUM CURB HEIGHT IS 6' FOR THE DRIVE AISLES AND PARKING SPACES I 1 L . :% 1. . . I L - - - -_1 Y N 1 i- � 17. PARKING LOT STRIPING OTHER THAN FIRE LANE STRIPING SHALL BE WHITE ALL STRIPING MATERIALS AND CONSTRUCTION SHALL CONFORM TO - - 5� - ' t" 1 t J / .:. •.• • ( PROPOSED / / \ 6 TEXAS DEPARTMENT OF TRANSPORTATION (7X007). STANDARD SPECIFICATIONS FOR CONSTRUCTION Of HIGHWAYS, STREETS, AND BRIDGES,_ ITEM :L:_"__a;_ �_•'•.-• ', .•, : / �- w 666, TYPE 2 MARKING MATERIALS. TO FROM CURBED PAVEMENT R 1 'a 'C''` ,•.': ;?.. `-I • t- 8' SEWETR SERVICE - . �_ •,•a�,.,,,•..'` ..*•4 m to / BIOFILTRATION BASIN \ I � - $ tD CURB. LESS PAVEMENT - o' '� J ; - ''' ..' r +•: �•:.,'-' ! -'1 - / F!LTER MEDIA (PER I 18. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER 0 ESSURE PRINCIPLE BACK FLOW'DEVICE INSTALLED AS PER CITY ORDINANCE $; I ; , ,p +' • ; .:; / / 1! \1 K R REDUCED Pli.- EVICE AND S� I / ..�. . I'.' : 1 •I. •-'!t •, �• ,. / LANDSCAPE PLANS) Vl - - _ - 335` r I I - --- --_�.:. • .,r ii. ;.• : .'• • 4 ! 1 I M / / / 19• ALL 9ACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE. P, r I NUVlTA OFFICE �'.. � :,- :. N , ,�� . i-' ST6. Sc6`.' -^ : '4 . - ' r_,. \ ,�.: to ; , i- `'• •, • ; • ; •. • « ° P- :,�• -t " M "'` 20. TOTAL LOT AREA IS 8.00 ACRES. THE PROPOSED DEVELOPED AREA IS 4:Go ACRES. I - . i ' . Cl 31 FT. MAX.. r .:.- - • ; .:1 '.'': I:= : /- / / N \ I - y A 4,;,,' 8 I CONCREHE SIDEWALK ': • • ':! • ; .:. „ L', : a : ^� 00 _ / ( 21. 8' CONCRETE PAVe"!AE]JT TO HE PROVIDED FOR DUA!PSTER LOCATIONS PER CITY OF BRYAN SPEgFlCAT10NS. 6' CONCRETE PAVEMENT FOR DRIVE HARDSOAPE AREA • •• } ; '.:-•' - : •'. a " . • . P' "J'':•� •, .' { / AISLES AND PARKING. SEE PA e 44 . ' �: T BLDG. HT. :'' .. PROPOSED WALL < .,° G -_ ' (FINISH PER LANDSCAPE i''i(':; •a: •,'!:; ':'' •• 'r. ..t• :, . ' �� / \ _ PAVEMENT PLAN FOR DET ILS. I FF = 336.00 PLAN) .. ; , - '..., ,. , ..: (PER ARCHITECTURAL PLANS) ". - - Y - / +` 1 26,000 SF ' :. / // ' / I . a a..•. a, 1...'. 1 �•t i . • ,o�� / - ,� N -22. ALT. SEWER SERVICES ARE 6" AT THE BUILDINGS UNLESS NOTED OTNQ2W!SE -+ d, v d 1 :.'�;, `if o to a l MN �6 FOISTING TREE . ----`I . :',', i 0 REMAIN • - . .r.-;. ... •r, • ,: WATERFEATURE / / \ R A COMMERCIAL. BUILDING IBC TYPE IIB OF 47,000 SF IS 4,500 GALLONS SER MINUTE. THE BUILDING IS _ n-- ------ ' ----�. , FULLY MINIMUM REQUIRED DECREASES THE REQUIRED FlRE FLOW E1Y 5D X 2,250 GPM . TWD FlRE HWWWTS ARE EOUIRED. DUE TO THE SIZE bi','• i_,:. N (PER LANDSCAPE PLAN) / I I T OF E}iE PROJECT THREE FIYORANTS AFiE PROPOSED. �/ / tN .: •t;: - i.1j.,'+, "T 24. ALL CONCRETE PAVEMENT SID I 11�� _ - ... ani-: .. - - . I d ••,,••,1.` _ • • / ^) _ I ( EWALKS AND tWROSCAP£ AREAS SHALL. BE FINISHED PER SPECIFICATION ON L.ANDSCAP PLANS. Ol 1.4 ° . ';:' : PROPOSED 1'. W-1 W- 1 ° ` ••;� • --_�,T,f RRIGAlION .. , • . •,::r•.:y 25, ALL AREAS DISTURBED DURING _ CONSTRUCTION WILL BE COVERED WITH. LIVE VEGETATION PRIOR TO THE ISSU CE OFA CERHIFlCA7E OF ' I . 4° '� PROPOSED 36' r ( OCCUPANCY. . / I I ° `: a : .:A . %;t •:4 WATER UNE : •" 1- :.. 'r .� :';. -i / y>� OFFSITE DRAINAGE N I . • .:v� STORM SEWER UNE Ln I a r ' tt :.'? . ;.' TD WAIiR (EAIURE / / 7.5' SETBACK -i 1 d d .:. :. �' ,'' / / / / 26. ALL STEE SIGNAGE WILL HE PERMITTED SEPARATELY. a., ,. - •. / i a.:•a - d_ m _ r 27. OUMP5rET GATE SHALL OPEN 180 DEGREES A 8' gFARANCE FOR CURB SHALL BE PROVIDED. 111E DUMY5rER ENCLOSURE SHALL BE PER < a d ? N ARCHITECTURAL PLANS W/.12' x to CLEAR INiERIOR OPENING MIN. 6' TAU_ . . GRAVEL HARDSCAPE AREA ! •.. ••• //( � I w 1-.1 - 1 m ` : `CCF BIF ROUTE - (PER LANDSCAPE PLAN) I / / Sp /�/ - . _ - - - - PROPOSED � LEGEND / CONCRETE PLAZA < d. n.. PERFORATED / / / / / rN I :..: . _ .. I DRAIN PIPE L / (PARKING LOT PAVEMENT STANDARDS) ' j - / SEE SHEET C1.02 FOR PAVEMENT DETAIL / / 1C\ SEE LANDSCAPE PLAN FOR FINISH a • N - - I . -d ',i a LANDSCAPE BERMS \ i' -- . I - 4 4 ,:. (PER LANDSCAPE PLAN) /.` ,� .4 :� Z5' SETBACK. 1 PROPOSED 8' -I ':c. : :: , ,. 4 .- .� .•. -, - . ; -.. ---- . '•z PROPOSED PROPOSED ' I 4 -- _ WATER LINE - : ,:... :. U! _ .: ..... ' : ; r•.,..;. ! .' ; , ,,. E s 1p, N / / �• STORM SEWERJPIFE SORM SEWER i Ln d - ,. a• s r.... .•,! ... AA ACCESSIBLE R LETYN ,4. - r: -A,- i ( •) / / / AREA IN . g "-.-T,• .:yam::.~=• ' `'; ••1'. •.♦ a : /. / (TYP.)(TYP•) ST T 'ST ST. - ST --+ `, :y. - _:I: - to N d : •i a °a' -- J •- N < in • ..1� �- ST ST - a . 4 . ar" -� . T ♦ - ST -/ST w STY o V ., !.�• A J 4 d 4• i !` �' ;._ RL� ,i{t'•• 4 T ^ / S ,: • STT T a 'i S -e 4<: T7. •; d ,• 4. W ( a - I d.. ., •:N Rte.. 4�. �.c .i• ._. .. .. .4 .. r .,.. a.. .. ...._. .,.... _ d ... .. .. . tr1. }� .CTI ... -: ..-. ... .. c.... .:.. ...... .... -.... ..: .. ... 4. .. „ r. .. .. 13' , PR OPOSED 6' �:. � - • :.. •� F20POSID SIDEWALK t, s: w -s. w s _ s .1. . •�; � -6. SEWER .4 .. ., t 1, .. .. i� a.._ -....-. .. .. 1 1'�- I 4 a a. . . ....... - .c,i-• - -! /• ... ... .. .:......♦ . • k 1 S i.• 6 [1R COMMERCE MER ... _..,.PROPOSED 6 - ',- ..: ,._.. .. ..INC. a. wAIIIR UNE:. o.. S ST --ice 'g'•,•'..- AND DEVELOPMENT. PLAZA AREA PAVEMENT :.::::... PROPOSED .. - •.. -.' •. - �,r OT ._. - 2, LOCK 2 .. . , •. ...,•• . HAS NO CURB FOR .. • , ~. � • � � t ". a._. :. .PLANTING AREA } ,a . •...., ` , . _ ° .::`_ •,• . CONCRETE SIDEWALK -SHEET FLOW DRAINAGE ... :.; � .., d:..::,. .::' :: -..:.:: ^ �.. ACCESSIE9E ROUTE • , .. !'.:.:•. , L e 1. ,4 HARDSCAPE AREA 4 - 4 I .I I t . a `•..' I - s (TYP.) ' '; •.:.: 7:: . _ `. . ,:., '/ 3 / PROPOSED 3' . 4 Fl :�. r. ' FINISH PER LANDSCAPE PROPOSED PROPOSED PROPOSED 6' / ( F PROPOSED - SIDEWALK . t 4- ..., t- . � ( ,.. •<S ° d ��' - : a.:. „';:.. ;. PLAN) STORM SEWER STORM SEWER SIDEWALK N • _, . O _ - :° 4 'ASSEHdBLYANT '.':.':: •. .. �.'�'', AREA INLET PIPE 1 .. - ,,�r-' _ .. - - % •.A. -I t (TYp_) (Typ•) 10 - 9' PARKING SPACES' ' ° �: d -..4 •,MARKED PIDE5ERIAN �;�,:. PROPOSED ; ( I �� i ° - - / •5° a -i :4 4CROSSIeG _ BIKE RACKS PROPOSED 3' " - - 1 N a ° - L- R,�. SIDEWALK En I I \ �,� 1 J,/ - to RE 11 Y y d :i PROPOSED - pE��•. d •` .:�,. - HANDICAP PARKING / I \ w / PHASE Wa71;LZ - . 1 .* slcNs / / BLOCK 1 ``�,� Sll ST ST '- ;�:` to ��, 23' H i I LOT 2' r - - / m - L / I 3.30 AC. BIOFILTRATION w-10 -10 -1 /� W BASIN wau PROPOSED fir' "�1 a�, ,��, I / PD - 6C - R&D . - - - _ HAJiUYChP PEW. ,h4: 1RAN51nOHR (liOrM CURBED PAVEMENT / .• ox ~ U SIGNS to TO CURB LESS PAVEMENT :• •i z I f / . . .. . m 'VAN ACCESSIBLE SPACE '••' r'- w / -•�. .. . . - / / aU o 11.5' I �. . NUVITA TESTING FACILITY ON c,� � ; 34' FT. BLDG. HT. / �' ": W< _0 to R3. '' ^} , .1' -• o FF 336.00' / j'-•" N R I ��`, I �/ / . BIOFILTRATION :. ,'•...'.....•I .•.•.- VAN •: - ZO,000 SF / / - a � -z / BASIN WALL '.•_••-.•. - ..ACCESSIBLE •.i':i _ / / - a w ' I _ / _ I a .. _ • I _ SPACE '� to , o 23' _ .*. I - / // _ R QECTRICAL SERVICE . I. _ _ •... •. •. •, •. :. ! / /ENCLOSUREPAD 5 I� I 9 �� ", �€ LINES o T 1 / /I PER BTU PLANS AND • I . _ ..... •.. a *l , v ` -SPECIFICATIONS ®®® _ W ¢ - I -PROPOSED t0'� - t, t ..••• _• --- _- _ ... .i�j • w z I .._.••i 12' x 12' - 8• THICK a C /_ CONCRETE DUMPSTI7R PAD m_ v' m 6• 91 w 9. Rt - . _ _ • ' , .. , • m Y W17H MIN. 6' HIGH ENCLOSURE/ a ,� m a - - _ ,y z Q PHASE UNE. • _ _ ... �.•� +• - / PER ARCHITECTURAL DETAILS m r. 1 I 11 1. .•. .�. •. y �4 rn • • BIOFILTRATION BASIN , , • . • 4, " - . R° a� r$ - PROPOS.ED SIDEWALK '�n,0o .m . a - .••- .•.•.•.•_ .•.•.•_ _ ,j':. °'S _ _RAMP WITH HANDRAIL /. , s o; E k- ..•'d 8' CONCRETE Y - PROPOSED / / :a . PAVEMENT N I // \ . • ' - . .. I - .. 2 �- HANDICAP PARKING ROPOSED 6' SIDEWALK / a - / \ r. _ .. N= �, SIGNS . ..'•if.. r 2 t -4 .�, : IQ .r A ..•.•.•.•_...•,-'...1_ ...•.-_-•.-_... N - 26'1 :.7P:m mg 'dim, -.- ' •'PJ I 2 - m I -_. PROPOSED . __ _ - .._ +,. - 9. -- �- PQRFORA •�: LED ' .. _- - -- BASIN DR •.1 • • ... "' - PROPOSED \ I- ' AIN PIPE W •l: 4 c �. • - ...•_•.•.•. - •� • '•p�. BIKE RACKN '� / � / f _ _ ,f §t ^- ,''•.,..•L •.• 7 , •• „ •.. 9' PARKING SPACES / / 18' I ,. •. •. •. •. • •' - - ..._'I • PROPOSED •. p' : d:' 1, / 1 ••• HANDICAP PARKING SPACES / / dl• -•g / I C .I. SIDEWALK ••°!• - O / J I •p/S• fL, t'1 1108 Lavaca Street ^' - Suite 520 Austin, TX 78701 512-997-5008 . 512-997-5009 . 0www.beckarWttecture.com Schultz; eerin � . lz Enging, LLC .. 2730 Longmire, Suite College Station; Texas 77845 TBPE NO. 12327 979.764.3900 DEVEN L. DOYEN TX. STATE LICENSE # 109835 4 ea fti X :t a a `' V ' i +cT s �� "'«.=;w,p 0311 FIRM # 12327 SCHULTZ ENGINEERING, LLC THE SEAL APPEARING ON. THIS DOCUMENT WAS AUTHORIZED BY DEVEN L. DOYEN, P.E., LICENSE NO. 109835 MARCH 4, 2013 ISSUED FOR REVIEW SEAL DATE CURRENT SUBMISSION: PERMIT . # DATE SUBMISSION . A 2/14/2013 PERMIT EID Mk 0 6 2013 I.XeveiOL r .Ikgine Tin,, 7enll,e & . . . . ACCESSIBLE :.it h 9 E- \� Re. to - - I ROUTE. a '' - i I _ _ .. - . .. _ - I•, Q• - LAN �LANFr��RAE LAN - RE LANE Y..FIRE LAND- LANB 1 RE IAN R• LAN RE LANE �%_% / i ® 33' - 75' MAX BIOFILTRAn 1' 1.•• • ' s0 . W=-0 - w-10 w -1D w-10 w -10=�-_w_l "� w-10 w-10' w-10 PROPOSED 10' . SETBACK , . , , i BASIN FILTER ... i• :�'•� t8. - VAN ACCESSIBLE SPACE / /. WATER LINE ~ MEDIA (PER •- •... ' _ __.- 23' - M FIRE LANE SHOWN FOR REVIEW ONLY. PROPOSED Cn 23' LANDSCAPE - ..�.•_•_'•',' ' i - EXISTING TREE \ _� FIRE LANE SIGNS AND STRIPING / / - _/ FIRE HYDRANT 75' MAX PLANS) _ ..._..> _-''s �'; , 70 BE REMOVED �,j'" SHALL BE PER DETAIL / / - ASSEMBLY I I SETBACK.. • 9' l j •�� &NOTES ON SHEET 07.02 / F y _ f / / I— • _ • . �-- •• - - • , i ?J j M9 3!+-��3NVI 3NLi�'.� 3NY1 3UH-+-�+3NY7 3NLi�+��3Ntll 3N .0 • �_ • •_'. •.. _ 311 Ntll 3a NYl 3LLfi+�-•+�5NY7 3NY7 3 3L! NV'1 3 Lim--L--� -- -- X34 9' PARKING SPACES _� ,` m /1� &TT=•S T =ST �rT - ST S ST - ST S -- ST ST ST T ST QST S T ST/ T - ST ST ST -_S T ST ST S Lam.._ j , T- ". �, - -- I / . - -- - - rCii PROPOSED 36'' 25' MIN .RM DRAINEWEAGE _ _ .'.• �.g _ice - 1 I / / - m j •::IPI - ti _ '" _ _ _ _ _._._ -. �/ ''D'•} - 26 •-/ �' •/' / Nom- �j/) f/ - l y SETBACK '_ .,�,� / - / �•--_- .J // I I ' -'- C 332^ ---- -._ NUVlTA H�ADQlJA�iTERS ��iTA i I�ADO�A��S 8.00 AGES (5+8 ACRES DISTURBED) . BLOCK 1, LOT 1 : TRADMONS SUBDMSI M PHASE 22 _ - - ... ..• �,.' _ m ___� m in COLLEGE STATION, BRAZOS COUNTY, TEXAS :o � 1 ,;,. N w j� - -- TOP OF HEADWALL "� p n t'I., �' I I Gj ! __"'.- I , �'- _•�•._ `"". tl� .0 EXISTING UNDERGROUND Brad Kerr. R.P.LS. Ui1LrTY DEMAND UE UE __� UE tJ v u UE PROPOSED ADA RAMP U I /^ = "'�� ELEV. 229:99' l - `' /'- (979) 268-3195 -.__, I PROPOSED 42' STORM UNE =--:- EDlsnrlc TREES- TO BBE REMOVED ELECTwCAL CONDUIT � SCHULTZ DCMP REAL ESTATE 1. LLC PO SOX 11995 WATER DEMAND PER BUILDING MINIMUM 0 GPM • r . 77842 BRYAN, TX 77803 (979)764-3900 UE UE UE �?E uE U UE UE •---__. UE UE UE UE UE --AVERAGE • d . . R > _ - , _ 32 GPM - . , v v • . X o V. - - % o ..v>r d. '' �' %''' �j 5 . pv . - v :. v.. . . > .. .. �� ' ,: •y. " r /� /.i �'. . ... e . - s v . . ! v • . .. T� r y , V, " 'r .i . -MAXIMUM (PEAK) 128 GPM COMBINATION .- a -L.-' _ _ s� D v . if . \•' v. e.. `4 ' ' . FIRE DOMES71C WATER MEiER - - v v . .:v .. o C\ r �- > �• - - - A T R DEMAND . - - I \, -� - PROPOSED ADA -/ RAMP �\, - ��. PROPOSED EY EXISTING tO' CU EXISTING INLEt I I JUNCTION BOX V EXTEND EXISTING EXTEND EXtsnyG - - - - �! '- -„-... - (C� 90%OF WATER DEMAND) '\ _ �3 SIDEWALK _-•3�(BY OTHERS) - - HSC PARKWAY PIPE TO 30' POND OUTTALL BOX 4r PIPE TO' JUNpeg Box _ PROPOSED 8' SIDEWALK _ ,�� - / - AVERAGE 20 GPM . MAXIMUM (PEAK) 79 GPM �a?� a ' `- --- 125' ROW - 28' PAVEMENT - -EXISTING (BY OTHERS) / 6' SANITARY SEWER LINE \ \ ___� JUNCTION Box SLOPE ®XTURE / 9514/101 / UNITS PROPOSED 170 LF ✓ ._ - / FIXTURE UNITS ALLOWED = 700 - \ - MEADIAN cul IN HSC PARKWAY 1 �\ '� - _ - ' _' - PIPE SLOPE OK - - CENTERED ON THIS DRIVEWAY - r - . - - (SEE SITE PLAN SHEET 2 OF 2 I - - - NUVlTA H�ADQlJA�iTERS ��iTA i I�ADO�A��S 8.00 AGES (5+8 ACRES DISTURBED) . BLOCK 1, LOT 1 : TRADMONS SUBDMSI IN PHASE 22 VOL M43 PQ 276 ROBERT STEVENSON SURVEY. A-54 COLLEGE STATION, BRAZOS COUNTY, TEXAS . . SCALE:. 1"=20' FE1R.UA'RY 201 . SURVEYOR: . Brad Kerr. R.P.LS. No. 4502 Karr Surveying, LLC 409 N. Texas Avenue Bryan, TX 77803 (979) 268-3195 ENGINEER: OWNER/DEVELOPER:' ENGINEERING, . SCHULTZ DCMP REAL ESTATE 1. LLC PO SOX 11995 U.C. 715 NORTH MAIN STREET COLLEGE STATION. TX 77842 BRYAN, TX 77803 (979)764-3900 (979)820-27114 ' i I . . NUVITA I HEADQUARTERS . 1bf023 I i GENERAL i 1 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN HESE PLAN$, DRAWINGS, AND SPECIFICATIONS. STORM I. SEWER OTES RNATIh: PL_(POSiON ALL 6 INCH TO 24 INCH STORM SEWER PIPE, EXCEPT AS NOTED, SHALL BE HDPE. SDR -150 ASTM 1. . CONTROL NOTES: THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR150M REQUIREMENTS -Beck Architecture' 1108 Lavaca Street eet I D-3034, PVC PIPE MAY BE USED IN PLACE OF HDPE PIPE. HDPE PIPE SHALL MEET AASHTO M294, TYPE 3. �427 32.Ln FOR CONSTRUCTION SITES. Suite Su to 520 S 2 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND I %R ELEVATION OF THE EXISTING THE INDMDUAt OR ETITiIY TO WHICH R IS ADDRESSED. THE MATERIAL. IS INTENDED S WITH WATERTIGHT SEAL HOWEVER. THE PROPOSED STORM SEWER IS PRIVATE AND SHALL BE T�iSTALLED Las•--- Austin, Austin, a a UTILITIES AS SHOWN THESE PLANS IS BASED ON RECORDS OF THE '!i ARiDUS UTiLITY COMPANIES IN ACCORDANCE WITH THE LOCAL PLUMBING CODE. THIS INCLUDES THE PIPE MATERIA. AND 2. EROSION CONTROL MEASURES SHOWN IN THESE `PLANS SHALL BE CONSIDERED THE VERY MINIMUM t ' 8` AT Enclt END SHOULD THESE DRAWINGS OR 5PEC1FICAlE0N5 DIFFER WITH OTHER UTILITY COMPANY'S SPECIFICATIONS, THE OF THE TWOSHALL APPLY. ' ANOr WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE HELD. THE INFORMATION IS NOT TO 8E RELIED UPON AS THE CONTRACTOR SHALL VERIFY WiTH THE LOCAL BUILDING OFFICIALS THE TYPE OF MATERIALS E3 QUIRED REQUIRED. IT SFILLL BE THE RESPONSIBILITY OF THE CONTRACTOR 1D IMPLEMENT ALL OTHER EROSION 2. THE CONTRACTOR SHALL COORDINATE ALL INSTALLATIONS OF SERVICE LINES, CONDUITS, METERS. ETC.. WITH IS"WITHOUTANYWARRANTY 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. F. - \ 0" PRIVATE / O'PWATFUNE 3- " THE APPROPRIATE UTILITY COMPANY. 512-997-5008T1 4• coNCRETE BONG EXACT OR COMPLETE. R IS THE CONTRACTOR'S RESPONSIBILITY 'FO N ®= y4 BARS NOTE ALL cuRes s I H c}Tr � UNLESS Nowt oniERYASE BY THE CITY OF BRYAN PRIOR TO CONSTRUCTION OF THE STORM SEWER.. WATERLINE NOTES (PUBUC & PRIVATE: CONTROL MEASURES {DIVERSION BERMS, DRAINAGE STRUCTURES. SWALES, ADDITIONAL FENCING, ETC._) I. ALL REINFORCING STEEL SHALL BE DUOR BILLED 51131 BAR HAVING MINIMUM YIELD STRENGTH f6== 3 4• x ta" s EXPANSION DownSTM TYPICAL CURB DETAIL IE PAVEMENT 512-997.5009 AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED LINts. AT His OWN EXPENSE, WHETHER THE NECESSARY TO KEEP THE EXISTiNG IMPROVEMENTS ANO DEVELOPMENTS FROM DAMAGE OF ANY KIND, (PER SIDEWALK www.bedcarchitecture.eom DETAILS) PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTiIJT`% SHOWN ON THESE 2. CONTRACTOR SEiALL PROVIDE A MINIMUM OF 12 INCH CLEARANCE AT STORM SEWER AND WAtr UNE DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION. ANY IXCAVATiON. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER EE COMPANY 48 HOURS PRIOR TO CROSSINGS AND A MINIMUM OF 6 INCH CLEARANCE AT STORM SEWER AND SANITARY SEWER CROSSINGS- . - DE51GN CfiANGES NEED TO 8E MADE M THE FIELD. 3. THE SITE OPERATOR, OR HIS REPRESENTATIVE ESTABLISHED BY A LETTER OF DELEGATION. SHALL MAKE A 3. UNLESS OTHERWISE SPECIFIED. THE CONTRACTOR SHAD. INSTALL ALL STORM SEWER PIPE IN ACCCR WiTH THE TRENCH DETAIL CONTAINED IN THESE VISUAL INSPECTION OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY BASIS; � nili I ',lip� 24• ... ..-...._ .. Sc�uitz: Engi J ` "I g, LLC I CONTACT INFORMATION: CONSTRUCTION DRAWINGS. ESPECIALLY AFTER A RAINFALL TO INSURE. THAT ALL CONTROLS. ARE MAINTAINED. AND PROPERLY 4 . TEXAS EXCAVATION SAFETY SYSTEM (DiGTtr.,,,•S) 800-344-8377 rTv NOTE tUNCTiONING. ANY DAMAGED CONTROLS SHALI. BE REPAIR® OR REPLACED PRIOR TO THE END OF THE ~f MM = -: 2730Longmire, Suite A I i VERIZON 979-821-4770 .ENERer Lm (PRIVATE �e PUBLI„3C1: WORK DAY, INCLUDING RE -SEEDING AND MULCHING OR RE -SODDING, IF NECESSARY. =1 UMCollege Station, Texas 77845 ATMOS ENERGY 979-774-2506 SUODENUNK 1- ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE EXCAVATION SHALL BE 4. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA HAS BEEN TBPE N0. 12327 979.764.3900 979-595-2429 MADE A MINIMUM OF SIX INCHES BELOW THE REQUIRED GRADE AND PROVIDE A SAND BED FOR THE PIPING. BACKFILL OVER PIPING SHALL BE MADE WITH EARTH OR FILL SAND . FREE OF DEBRIS, AND SHAM BE 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 I-*3s'•�-i-*T 1•x-30• MIN.- o' Mw j �-�t5••-i.as••.J 3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILlTiES IN THE FIELD PRIOR TO CONSTRUCTION. TAMPED EY- HAND OR MECHANICAL MEANS TO THE DENSITY OF THE ADJACENT UNDISTURBED EARTH OR TO 95X STANDARD PROCTOR DENSITY (ASTM 0698). WHICH EVER IS GREATER. AND FOR FILL -�-1 s" )-.- --..-1 s• s- I-- ' 4. R .iS THE RESPONSIBILITY OF THE CONTRACTOR TED COMPLY WITH ALL STATE AND FEDERAL REGULATIONS ALL TRENCHING EXCAVATION SHALL BE DONE IN STRICT ACCORDANCE WiTH CURRENT OSHA REQUIREMENT'S AND ALL, OTHER APPLICABLE SAFETY CODES AND STANDARDS. S. DURING CONSTRUCTION, CONTRACTOR SHALL MAINTAIN BEST MANAGEMENT PRACTICE (BMP). SEDIMENT FENCE. HAY BALE BARRIERS, OR OTHER DEVICES SHALL CONTROL ALL STORM WATER LEAVING THE SITE . . BIKE RACK DETAII . REGARDING CONSTRUCTION ACTIVITIES NEAR ENERGIZED OVERHEAD POWER LiNES. N.T.S. I 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING LT ILITiES OR SERVICE 2. MINIMUM BURY OR COVER SPECIFIED IS TO BE MEASURED FROM FINISH GRADES. WHERE UTIL I Y LINES EXTEND 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING TEMPORARY EROSION CONTROL MEASURES AS ; LINES THAT ARE CROSSED OR EXPOSES) DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES UNDER PAVEMENT THE BURT OR COVER SHALL. BE MEASURED FROM THE BOTTOM OF THE STRUCTURE. � REQUIRED FOR DIFFERENT PHASES OF CONSTRUCTION. EROSM CONTROL MEASURES SHOWN MAY NEED i OR SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE • TO BE ADJUSTED TO HANDLE INCREASED OR CONCENTRATED FLOWS CREATED BY VARIOUS STAGES OF CONSTRUCTION. UTILITIES OR SERVICE UNE WITH THE . SAME TYPE OF MATERIAL. AND CONSTRUCTION OR BETTER. THIS 3. REGARDLESS OF ELEVATIONS SHOWN FOR MANHOLE RIMS, CLEAN-OUT COVERS, OR GRATES, THESE ITEMS r MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE . SHALL BE PLACED FLUSH WITH THE PAVEMENT ELEVATIONS AND SLOPES. MANHOLES AND CLEAN -OUTS 7. PHASE 11 EROSION CONTROL MEASURE MEASURES SHALL BE IMPLEMENTED IMMEDIATELY AFTER I 6. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SFIALL MA1NTAlN THE PROJECT SITE IN AN NOT IN PAVEMENT AREAS SHALL BE SET 3 INCHES ABOVE THE FINISH GRADE CONSTRUCTION OF THEIR ASSOCIATED IMPROVEMfNTs. INLET PROTECTION BARRIERS SFW! BE 12•>ite` REFiECTNE FINISH METAL SIGN . I . ORDERLY AND ACCEPTABLE MANNER AS FAR A5 PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE 4. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT -ALL "POINTS OF INTEREST' TO DETERMINE IF CONSTRUCTED WITH HAY BALES OR SILT FENCING. INLETS LOCATED W PAVEMENTS AREAS SHALL BE PROTECTED WITH SAND BAGS, REPLACING TH5-_ HAY BALES OR SILT FENCING. ONCE THE PAVEMENT IS IN PARKING • I FROM THE PROJECT AREA ALL SURPLUS AND DISCARDED MATERWS, TEMPORARY STRUCTURES. AND DEBRIS . I OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP CONFLICTS EXIST BEFORE COMMENCING AND CONSTRUCTION. NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICT. PLACE. EROSION CONTROL MEASURES SHALL'•BE KEPT IN PLACE UNTIL UPSTREAM DRAINAGE AREAS ARE FULLY 1._s. �� - . WILL BE DONE TO THE SATISFACTION OF THE ENGINEER. STABILIZED. I I 7. CONTRACTOR IS RESPONSIBLE FOR OSHA ESTABLISHED TRENCH SAFETY AS DESCRIBED IN THE FEDERAL 5. THE CONTRACTOR SHALL COORDINATE ALL UTILITY INSTALLATION 50 THAT GRADE CRITiCAL EtEMENiS (I.E. STORM DRAIN. SANITARY SEWER, ETC.) S. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE SiTE HAS BEEN SEEDED a• 12•x9• REFLECTIVE FINISH METAL SIGN REGISTER 29 CFR PART 1926. A TRENCH SAFETY PLAN SHOULD BE PREPARED AND A "COMPETENT DO NOT CONFLICT WITH NON -GRADE CRITICAL ELEMENTS (I.E. AND/ OR SODDED, AND GROUND COVER HAS TAKEN ROOT. PERSON- APPOINTED PRIOR TO ANY AND ALL EXCAVATING OPERATIONS EXCEEDING 5' DEPTH. THE PLAN IS ELECTRICAL CONDUIT, WATER SERVICES, ETC.). 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DiSiURBED AREAS ARE s• I TO BE PREPARED AND SEALED BY A REGISTERED TEXAS PROFESSIONAL ENGINEER AND SHALL BE 6. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT. AND LABOR FOR EXCAVATION. BORING, STABILIZED. DESIGNATED AREAS SHALL BE BLOCK SODDED AND ALL OTHER AREAS DISTURBED DUE TO SUBMITTED TO THE. CITY OF BRYAN AND CONSULTING ENGINEER PRIOR TO ANY EXCAVATION ON THE PROJECT. INSTALLATION, AND BACKFILLING OF UTILITY LINES AND RELATED APPURTENANCES, AS SHOWN ON THE CONSTRUCTION SHALL BE HYDRO -MULCHED EEOEO. THESE STABILIZED AREAS SHALL BE SODDED OR 4 DOWELS ta• I PLANS SEEDED, FERTILIZED. AND WATERED TO ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS OF SPACING ON CENTER 2x2 GALVANIZED STEEL TUBE cowMN A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE KEPT ON SITE AT ALL TIMES THROUGHOUT THE 7. THE LOADING AND UNLOADING OF ALL PIPE AND OTHER ACCESSORIES SHALL BE IN ACCORDANCE WiTH THE COMPLETION OR IF ACTIVITIES CEASE FOR 14 DAYS. WHERE SIDEWALK ABUTS cuae 4• THICK (MIN) REINFORCED CONCRETE SIDEWALK SET IN CONCRETE FOOTING. GALVANIZtD) STEEL CAP PROVIDE iWELOED TT? . . ENTIRE CONSTRUCTION OF THE PROJECT CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS. MANUFACTURER'S RECOMMENDED PRACTICES AND SHALL. AT ALL TiMES, BE PERFORMED WiTH CARE TO 10. WHEN WHEN HYDRO* -MULCHING IS REQUIRED, CONTRACTOR SFW! KEEP MULCH MOIST AFTER INSTALLATION AND cuae txPANSION (3DOD Pst, 28 -DAY STRENGTH) TOP OF TUBE .PAINT' TUBE AND CAP. ! RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL i BE SUBMITTED TO . THE DESIGN ENGINEER WHO WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, AVOID ANY DAMAGE TO THE MATERIAL . THE CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY AREA SHOWS GROWTH: JOINT 2x MAx I LABELING EACH SHEET IN THE SET AS "RECORD DRAWINGS", AND RETURNING SAME TO THE CITY ENGINEER. STORAGE AREAS FOR MATERIALS AND EQUIPMENT. 11. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION WORK �• ,. r• » ...•-. .., .. I I 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND S. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL CONNECTIONS TO PUBLIC SYSTEMS AND INSTALLATIONS WITH REGULATORY INSPECTOR. PAVING NOTES: .J , 12" •,04..2 r x.. -�^ %- � _ :;• I I I i EQUIPMENT STORED ON THE JOTBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF �. I I 1��5. I MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO PREVENT INJURIES. BEFORE AND AFTER WORKING HOURS, LINTEL PROJECT COMPLETION. 9. THIS PROJECT SHALL BE BUiLT BY MEANS OF OPtPI CUT EXCEPT AS NOTED ON THE DRAWINGS. I. THE PAVEMENT SYSTEM SHOWN WAS DESTINED WITH iNE AID OF THE PROJECTS GEOTECHNICAL Y SAND cusTlloN rL- L _C 1. ALL GlwtacTERs . MUST . BE so' I CONTRACTOR TO DETERMINE THE LOCATIONS OF BORE PITS IN THE FIELD SUBJECT TO 111E INSPECTOR'S INVESTIGATION PERFORMED BY GOLDER ASSOCIATES INC. THE REPORT IS ENTITLED 'PROPOSED WOODBOLT 1.(AS NECESSARY ( MINIMUM ABOVE l--12"--� -•-f GRADE oR sIDEwAuc. 10. CONTRACTOR TO SPORE MATERIALS AT LOCATION(S) APPROVED BY do COORDINATED WITH THE OWNER AND APPROVAL HEADQUARTERS PROJECT, BRYAN. TEXAS'. DATED- DECEMBER 11. 2012. #3 0 18. O.RE.W. coMPActm suBCRADE THE CITY ENGINEER. EQUIPMENT IS TQ BE STORED OVERNIGHT AT BY THE NS SO AS NOT To BIApC i STREETS OR DRIVES. MATERIALS ARE TO BE PROTECTED FROM DAMAGE BY THE ELEMENTS. 10. STRUCTURAL BACKFILL WILL BE REQUIRED FOR ALL EXCAVATION WITHIN 5 FEEL OF PAVEMENT OR WALKS. 2. THE CONTRACTOR SHALL REFER TO THE BCS UNIFIED SPECIFlCATiONS AND STANDARDS. CURRENT EDITION, ADA SIGN DETAIL rvT.s FOR ALL PAVING AND DRAINAGE CONSTRUCTION, TESTING REQUIREMENTS SET FORTH ARE THE MINIMUM CONCRETE PRIVATE SIDEWALK CROSS SECTION I 11. CONTRACTOR SHALL SAW CUT, REMOVE. AND REPLACE EXISTING PAVEMENT, AND CURB & GUTTER AS DEMOLITION & CONSTRUCTION NOTES: REQUIREMENTS. NTS . REQUIRED TO CONSTRUCT PROPOSED IMPROVEMENTS. 1. DEMOLITION OF EXISTING STRUCTURES AND IMPROVEMENTS SHALL INCLUDE ALL WORK CONTAINED ON THESE 3. THE CONTRACTOR SHALL REFER TO THE STRUCTURAL ENGINEER'S PLANS FOR SPECIFICATIONS. PROCEDURES, 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR, AND OBTAIN ALL REQUIRED PERMITS PLANS, BUT SHALL NOT BE DINETTE TO THE ITEMS SPECIALLY IDENTIFIED. ANY MATERIALS TO BE DEMOLISHED OR CLEARED SFW! BE COMPLETELY REMOVED AND DISPOSED OF. THIS WORK WILL NOT AND REQUIREMENTS FOR THE BUILDING PAD. tz' AND INSPECTION APPROVALS FOR ALL WORK SHOWN. ONLY CONSIST OF ABOVE GROUND ITEMS. BUT UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOT 4. THE FOLLOWING SPECIFICATIONS AND STANDARDS SHALL APPLY: . i' 13. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO ! LIMITED TO: TREE ROOTS, FOUNDATION SYSTEMS. OLD PIPES. ETC. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ADDITIONAL ITEMS THAT REQUIRE DEMOLITION. NOT IDENTIFIED ON THESE PLANS, PRIOR 0. SUB -GRADE THEIR EXISTING CONDITION OR BETTER. TO REMOVAL 14. ALL EXPOSED DIRT SURFACES SHALL BE SEEDED. HYDRO -MULCHED, OR SODDED. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOLITION WORK L EXISTING TREES, STUMPS, AND LARGE TREE SYSTEMS. SHALL. BE GRUBBED AND REMOVED. VEGETATION SHALL. BE REMOVED AND i•HE TOP 6-24 INCHES OF TOP SOIL AND SUB BE / .___ _ \ I 15. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET OR DRIVEWAY. WITH COMPANIES TO PROVIDE MINIMAL INTERRUPTION AND INCONVENIENCE OF UTILITY $IPViC -GRADE STRIPPED FROM THE AREAS .TO BE COVERED BY THE PROPOSED IMPROVEMENTS. 1 / \ • DES�IATED 16. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH 3. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF-SITE it. PAVING AREAS SHALL BE PROOF -ROLLED WITH A 20 TON ROLLER AND, IF REQUIRED AT THE TIME 'I-, PAFiI�'1Q OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER 4. ALL PAVEMENT EDGES, BOUNDING THE CONSTRUCTION AREA & MATCHING WITH NEW CONSTRUCTION, SHALL OF CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE WEAK AREAS AS DIRECTED BY THE ENGINEER. MITIGATION OF WEAK AREA MAY INCLUDE OVER EXCAVATION AND BACKFIWNG, REPROCESSING TO / ` Y BE NEATLY SAW CUT, .UNLESS GRAVEL FLEXIBLE PAVEMENT Stall BE SAW CUT A MINIMUM OF 24 REMOVE MOISTURE, MODIFICATION WITH LIME OR CEMENT ADMIXTURES. OR THE USE OF GEOTEXTILES. txlsnNc t2' 17. THE CONTRACTOR SHALL COORDINATE ALL FENCE REMOVAL AND REPLACEMENT WITH THE OWNER: BEYOND ANY PROPOSED STRUCTURES. WATER LINE 5. THE IIT.. EXISTING DRAINAGE WAYS THAT ARE TO BE FILLED SHALL HAVE BENCHES EXCAVATED INTO THE SIDE / ESL 18. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT -CF -WAY IN ACCORDANCE WITH CONTRACTOR StiAt1 CLEAR ALL RiGHT-OF-WAYS AND EASEMENTS CONTAINED IN THESE CONSTRUCTION DRAWINGS. WALLS OF 11iE CHANNEL PRIOR TO PLACEMENT OF FILL. BENCHES SHOULD BE AT LEAST 6 FEET IN t. slcN sHAu eoMPLY wRH THE Goes THE STANDARDS OF THE APPLICABLE REGULATORY AGENCY. WIDTH WITH ONE BENCH BEING PLACED VERTICALLY FOR EVERY 2 FEET OF CHANNEL: DEPTH. 0 IRRIGATION FIRE SERVICE STANDARDS, 1 SERVICE raPPwc \ 19. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS. AND PROPERTY CORNERS DURING CONSTRUCTION, 6. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION. iv. 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. (FIGURE j / FIRE LANE SIGN DETA \ N.rs. 7. THE CONTRACTOR SHALL PERFORM DEMOLITION ACiIViTIES AS NOTED AND SHOWN ON THESE PLANS AND AS LUMPS. CLODS. ORGANIC SUBSTANCE„ & OTHER FOREIGN MATTER AND SUBGRADE PREPARATION FILL MATERIAL . ' 20. THE CONTRACTOR MUST PROVIDE CONSTRUCTION STAKING FROM THE INFORMATION PROVIDED ON THE DIRECTED BY iNE OWNER/ DEVELOPER. IT SHALL BE iNE RESPON5181LIiY OF iNE CONTRACTOR TO OBTAIN ANY PERMITS AND PAY ANY FEES FOR PLACEMENT UNDER BUILDINGS SHALL BE IN ACCORDANCE WiTH THE GEOTECHNICAL REPORT / \ E LANE- °"LRKI"cs PLANS. REQUIRED DEMOLITION AND DISPOSAL FROM THE APPROPRIATE AUTHORITIES• v. STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN E3GHT INCH MAXIMUM LOOSE LIFTS, 2' IRRIGATION 1. ALL CURBS AND cuRe ENDS SHALL BE PaiNim RM (4' WHITE LETTERING STATING -FIRE LANE - NO PARKING - FOUR INCH TOW AWAY GAS COMPANY NOTES: WiTH EACH UFr WETTED OR DRiED TO, A MOISTURE CONTENT RANGE OF OX TO t4% OF THE METER \\, , ZONE'. WORDING MAY NOT BE SPACED MORE TITAN FIFTEEN FEET APART 8. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN. PRIOR TO COMMENCING DEMOLITION WORK. OPTIMUM MOISTURE CONTENT AND COMPACTED TO A UNIFORM DENSITY OF 98% (FOR STABILIZED) i 2 a slcN Twt1vE INCHES pz� INTOE AND ac1IiEEN INCHES IN t. AT ALL UNDERGROUND GAS UTIIJTY CROSSINGS; THE CONTRACTOR SHALL GIVE THE APPROPRIATE UTILITY AND 95% (FOR GENERAL. FILL) OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT cH COMPANY A MINIMUM OF 72 HOURS NOTICE SO THAT THEIR FIELD REPRESENTATIVE MAY BE PRESENT. 9. THE CONTRACTOR IS RESPONSIBLE FOR •EHE PROTECTION OF ALL UTILITIES THAT ARE TO REMAIN IN PLACE- vi. STABILIZED MATERIAL SHOULD BE ROTARY. TILLED TO PROVIDE A HOMOGENEOUS MIXTURE THAT MEETS � � ENTRANCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN, SHALL BE TWELVE INCHES (tz'} INTOE AND EIGHTEEN INCHES IDE ANDN UCH SIGNS H H. INTER A 2 TWk"NTY-FOUR (24) INCH CLEARANCE SHALL BE MAINTAINED BETWFErI THE PROPOSED UTILITY AND THE - EXISTING UNDERGROUND GAS UNE. THIS CLEARANCE SHALL BE MEASURED FROM OUTSIDE OF PIPE TO 10. THE CONTRACTOR SFIW. TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO ANY EXISTING ROAD THE GRADATION REQUIREMENTS SPECIFIED' IN 1XOOT STANDARD SPECIFICATIONS FOR CONSTRUCTION• AND MAINTENANCE OF HIGHWAYS, STREETS, & BRIDGES. ITEM # 260 FOR LIME TREATMENT AND ITEM COMPANION SIGN TWELVE INCHES WIDE AND INCHES STATING 'taw -AWAY ZONE'. SUCH SIGNS SHALL BE PAINTM BACKGROUND WTIH SYMBOLS, LETTER AND BORDER 1N RED. GH. HIGH O A WHITE OUTSIDE OF PIPE, OR SLEEVING. WHICHEVER IS MORE CONSERVATIVE SURFACE # 265 FOR FLY ASH. _I 3. FOR EXCAVATION NEAR THE UNDERGROUND GAS LINE(S). THE CONTRACTOR SHALL COVER. OR REMOVE, THE 11. ALL EXISTING ITEMS THAT ARE TO REMAIN IN PLACE WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION, OR StIl R, AT THE SOLE EXPENSE OF THE CONTRACTOR. AMR. THE SUB -GRADE SHALL BE STABILIZED 2 FEET BEYOND THE BACK OF CURB OR E OF ( EDG � I . _ BUCKET Ita-0 l OF THE EXCAVATOR. THE FiNAL THIRTY-SIX (36) INCHES SURROUNDING THE GAS LINE PAVEMENT). UNLESS OTHERWISE SPECIFIED. SHALL BE EXCAVATED BY HAND DIGGING. 12. SHOULD ANY EXISTING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN -BE FOUND ON SITE. ' ' t/aR z4i - I 4. UNDERGROUND PIPING INSTALLED USING OPEN DITCH CONSTRUCTION MUST BE MARKED WITH THE THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER IMMEDIATELY TO DISCUSS ANY POSSIBLE CONFLICTS BEFORE PROCEEDING WITH ANY WORK IN THAT AREA. b. PORTLAND M NT GON •RETE \ COMBINATION �/ FIRE/DOMESTIC 3• . t5. COLOR -COD® CONCRETE OR PLASTIC. TAPE [11N0 (2) STRANDS OF FOUR (4) INCH MINIMUM WIDTH] L ALL CONCRETE; UNLESS OTHERWISE SPECIFIED. SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF WATER METER / 3•R 3•R t• - i PLACID ABOVE THE GAS UNE TWENTY-FOUR (24) INCHES IN ENTIRE WIDTH OF THE EASEMENT. DIMENSIONAL CONTROL No1Es�, 3,500 PSI AT 28 DAYS FOR PAVEMENT .AND 3,000 PSI AT 28 DAYS FOR NON -PAVEMENT APPLICATIONS IRRlcanoN PER CITY OF BRYAN 1/4'R PRIVATE UTILITY MOTE'S: 1 THE CONTRACTOR MAY OBTAIN AN ELE (IE SIDEWALKS, DRAINAGE R.UMES, AND CONTAINMENT.STRUCTURES). WATER UNE / 1 f I I 1. THE CONTRACTOR SHALL INSTALL THE PROPOSED PRIVATE UTILITY LINES IN ACCORDANCE WITH LOCAL CODES, LATEST NATIONAL PLUMBING CODE, AND ALL APPLICABLE STATE ANO LOCAL LAWS. OTHER PRIVATE CTRONIC COPY OF THEDE PLANS FOR CONSTRUCTION PURPOSES. THE ELECTRONIC FILE AND INFORMATION -GENERATED, BY SCHULTZ ENGINEERING. LLC 5E FOR THIS PROJECT IS CONSIDERED BY SE TO BE CONFlDtZNTIAL WHEN ISSUED,' TI S USE IS INTENDED SOLFlY FOR iI, " ALL CONCRETE SHALL BE PROPERLY VicR �'* 9TE15 WHEN :PLACED AND NOT 17AKED A OI�.ANCE GREATER THAN 10 FEET. .. 3. �427 32.Ln J. r OR PUBLIC UTILITIES StiAi.L, BE INSTALLED IN ACCORDANCE WITH THE UTILITY COMPANY'S SPECIFICATIONS. THE INDMDUAt OR ETITiIY TO WHICH R IS ADDRESSED. THE MATERIAL. IS INTENDED SHOULD THESE DRAWINGS OR 5PEC1FICAlE0N5 DIFFER WITH OTHER UTILITY COMPANY'S SPECIFICATIONS, THE OF THE TWOSHALL APPLY. FOR USE 8Y THE RECIPIENT NAMED, ONLY, AND PERMISSION IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE RECIPTINi UNDERSTANDS THAT THIS DATA I5 AUTHORIZED `AS95 iii. CONCRETE SHALL NOT BE PLACED IF THE AIR TEMPERATURE IS 50' F AND FALLING OR 95' FOR HIGHER CONCRETE MAY BE PUKED IF' THE AIR TEMPERATURE 15 40' F AND RISING OR LESS'THANSTRICTER • U 2. THE CONTRACTOR SHALL COORDINATE ALL INSTALLATIONS OF SERVICE LINES, CONDUITS, METERS. ETC.. WITH IS"WITHOUTANYWARRANTY 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. F. - \ 0" PRIVATE / O'PWATFUNE 3- " THE APPROPRIATE UTILITY COMPANY. UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE 0R MODIFICATION. THE USER c, ,gg�„ \ N ®= y4 BARS NOTE ALL cuRes s I H c}Tr � UNLESS Nowt oniERYASE WATERLINE NOTES (PUBUC & PRIVATE: AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. . I. ALL REINFORCING STEEL SHALL BE DUOR BILLED 51131 BAR HAVING MINIMUM YIELD STRENGTH f6== 3 4• x ta" s EXPANSION DownSTM TYPICAL CURB DETAIL DEVEN L. DOYEN TX. STATE LICENSE # 109835 piiAn, b tE r-.. 1 *6A .. ......�...... 11k.1% 4 DEVEN L DOYFJN .. • .....109835.................... � a \ / NTS _ ti .: f 2 .. 0 NOT LESS THAN 60 KSI CONFORMING TO ASTM A6115, GRADE 60. .. L 2 ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL \ / 4 0 1 A} 'R. ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OTHER BOND REDUCING AGENTS. 7 HALE' e 10 1. ALL DOMESTIC WATER UNE PIPE SHALL BE CONSTRUCTED OUT OF PVC (PVC PIPE MEETING THE PLUMBING IMPROVEMENTS AND SHALL BE FIELD USED IN BY THE CONTRACTOR FOR WORKABILITY PRIOR TO / G�"'+T.i . I p8{ • CODE AND WHERE APPLICABLE, NEPA 24}. PUBLIC WATER UNE PIPE SHAD_ BE CONSTRUCTED OUT OF CONSTRUCTION OF IMPROVEMENTS. �" =-•-- _- ---- "'� FIRM 12327 I AWWA C900 (CLASS 200) MATERIAL. IIT. ALL SPLICES IN PAVEMENT AND -CURBING STEEL SHALL BE STAGGERED AND LAPPED 30 INCHES r SCHULTZ ENGINEERING. LLC I 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING 15 TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICH TIMES THE BAR DIAMETER OR 12 .INCHES, WHICHEVER IS GREATER. - INS�i T A THE SEAL APPEARING ON THIS EVER IS APPLICABLE. iv. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE ACI CODE, LATEST i DOCUMENT WAS AUTHORIZED BY SANITARY SEWER NOTES (PyBls de PRNATEI 4. THE BOUNDARY SURVEY AND TOPOGRAPHIC DATA FOR THIS SITE WAS PROVIDED BY KERR SURVEYING, LLC. EDITION. THE STEEL SHALL HAVE A MINIMUM 1 % INCH CLEARANCE. DEVEN L DOYEN, P.E., LICENSE NO. 109835 STEEL REINFORCING BARS * MARCH 4, 2098 1. WHEN MAKING A CONNECTION TO AN EXISTING SEWER MANHOLE, CONTRACTOR SHALL PLUG DOWNSTREAM a�T .INTRO MOTES: END OF PROPOSED SANITARY SEWER LINE. THE SEWER SHALL REMAIN PLUGGED UNTIL FINAL ACCEPTANCE CONCRETE i AVEMENT ISSUED FOR REVIEW BY THE CiTY.. GRADING NOTES: , ... ...: , : •. 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI OF : • ' ' . .. 1, THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES , - :. �, , . _ SEAL DATE 2. UNLESS tdANMOt E5 CAN BE MADE WATERTIGHT AND TESTED FOR NO LEAKAGE, THEY MUST BE INSTALLED SO 1. ALL UNPAVED AREAS SHALL 8E ADEQUATELY GRAD® TO DRAIN. SO THAT NO PONDING OCCURS. (TEXAS MUM, MOST RECENT EDITION WITH. - AS TO PROVIDE A MINIMUM OF 9 FEET OF HORIZONTAL CLEARANCE FROM AN EXISTING OR PROPOSED REVISIONS) DURING CONSTRUCTION. WATER LINE IF THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE WATER LINE MUST BE 2. FINISH GRADE ADJACENT TO CURSING OR SIDEWALK SHALL BE N" BELOW THE TOP OF CONCRETE AND T ENCASED iN A JOINT OF 150 PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL BELOW IN LANDSCAPING AREAS. 2. LANE CLOSURE WILL NOT BE ALLOWED UNLESS APPROVED BY THE TXDOT OR COB REPRESENTATIVE, AS -..., SIZES LARGER THAT THE WATER UNE. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT 5 APPLICABLE. 6" LIME STABILIZED SUBGRADE FOOT INTERVALS WiTH SPACERS OR BE FILLED TO THE SPRINGLINE WITH WASHED SAND- THE EmcASEmEmT (EXTENDS t v„Tal✓c HE EDGE OF PAVEMENT) 3. THE CONTRACTOR SHALL FOLLOW THE 6t3i�?IL ITtTEOi'C OF THE GRADING PLANS. MiNOR ADJUSTMENTS 70 I PiPE SHALL BE CENTERED ON TAE CRGSSNG AND BOTH ENDS SEALED WITH CEMENT GROUT OR THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND 3. THE WORK SHALL BE COMPLETED SUCH THAT THE ROADWAY WILL BE FULLY OPENED TO TRAFFIC MANUFACTURED SEAL ELEVATIONS AND STRUCTURES. OVERNIGHT. OVERNIGHT LANE CLOSURES WILL. NOT BE PERMtTtED, UNLESS OTHERWISE APPROVED BY THE * X=8" OR 6" AS SHOWN ON THE PAVEMENT PLAN CURRENT SUBMISSION: PERMIT APPUCABLE ENGINEER. * 6" PAVEMENT - USE #4 BARS 0 18" O.CIE.W. I 3. ALL 6 INCH THROUGH 12 INCH PUBLIC SANITARY SEWER PIPE SHALL BE SDR 26 SEWER PIPE MEETING * " - " 4. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH 8 PAVEMENT USE #5 BARS 0 12 O.C.E.W. . . • ASTM D-3034 HAVING A MINIMUM STIFFNESS OF 115, UNLESS OTHERWISE NOTED. PRIVATE SEWER SERVICE OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR 4. PLASTIC DRUMS SMALL BE USED FOR OVERNIGHT DELINEATION OF OFF ROADWAY WORK AREAS. # DATE SUBMISSION UNE PIPE MATERIAL . 8E, WHITE PVC IN ACCORDANCE WITH THE PLUMBING CODE PER THE CITY OF BAR, BRYAN REQUIREMENTS. sIDE'WALIc coNc_mucTI TYPICAL CONCRETE PAVING SECTION A 2/14/2013 PERMIT 5. THE APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN 1. SIDEWALKS SHALL BE DOWELED AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, N.•rs 4. ALL DUCTILE IRON PIPE (DIP) WILL HAVE BOTH EXTERNAL AND INTERNAL PROTECTION. EXTERNAL FIELD CONDITIONS WARRANT OFF-SITE GRADING. PERMISSION MUST BE OBTAINED FROM THE AFFECTED INLET BOX, CURB. ETC.) USE #4 BARS 12 LONG 018 O.C. . POLYETHYLENE TUBING OR DOUBLE WRAP WILL BE 8 MILS THICK PER LAYER AND TiED TO PIPE AT 3 FOOT PROPERTY OWNER(S). ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION MAXIMUM INTERVALS (IF LAID), OR BANDED TO PIPE AT 1 FOOT MAXIMUM INTERNALS (W/ SCREW -TIGHTENED WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER. 2. ADA RAMPS SHALL BE CONSTRUCTED PER THE AMBULATORY RAMP DETAILS SHOWN IN THESE PLANTS. ALL STEEL BANDS), IF JACKED. INTERNAL POLYETHYLENE (OR POLYURETHANE) LINER (OR COATINGS) WILL BE TRAMPS SHALL HAVE A DETECTABLE WARNING SURFACE WHERE NOTED ON PLANS. 40 MILS THICK. \ > \\ . \ / / �` . �__\ 1 'L ' I =� :- ...... I I I ,) NUVTTA OFFICE \\ �.� �,.`,. \\ - . i\ 9� �Ad/SON \-_.��.-' _ - I I .I 'z4- sO FT. MAX.BLDG. HT. �\\ oc \ � I I \� 26� RoH'SOR------------- i I �' w- 27.000 SF \ \ �qs 00 y \ ,�/ - C ( I �� X32 ��F ,. ; �;, I tur, I \ s t• \ NW S7 46M -143.89' LOT 1. BLOCK t I � ^'"1; ( \ a O.O `i. � �\ - ., GCON/CALIBER FACILITY TRADITIONS AC. SE 22 :rw!tte •'"..,F% \ J O� �� •,` �• -, _ NIF PO -BC -M �7?: rsy r s}7?fi . j�0 0y ,: : BOARD OF REGENTS OF THE ( I �x•Eg,%,},;I syi:4.i-a- \ p`i S .: - - \ - N4T ST 4WE -SO2%' TEXAS A&M UNIVERSITY 1 I i ,i t .,t..:r.'S-.-',, LOT 2, BLOCK 1 O.� �N/ _ - �� \ \\ C� _ . . - - SYSTEM - - '•' -. TRADITIONS PHASE 22 ' - � � I - I e 3.30 AC. CALLED 21.401 ACRE 0/215 TRACT 1 I - PD-BC-RkD - _ - - I z_=- d NUV17A TESTING FACILITY \� 1 33 FT BLDG. HT. ( 1 - - - - = -- - I -` _-` i 1 FF = 336.00' ❑ .y - . 20.000 SF ( G ` LOT 2. BLOCK t . I I ' :r(,y _ `ti N _ TRADITIONS PHASE ACASE 22 - _ I i I I '=>f a �.,' `r:X,.;v :i '% , N PD-SC-ROcD I - I I I E (_11 111111111111111111111111111111?_ _ -!•%�,..-S i LOT 1. BLOCK 1 [V1. 1' _ PROPOSED MEDIAN ICUT - - ,r„--'. - � _ - TRADITION ACASE.22 N - U Y TA - PD -BC -M � .. LETT TURN LANE �•x - - - HEADQUARTERS i W 1. t85S'. r - �-�_ - PHASE 1 - - _ _ 1967' - 0 CONSTRUCTIO I - 'PROJECT AREA � m. - - . - 4 STAGING AREA 4.00 ACRES - c3 70. t1.8 ACRES PHASE LINE bo C p . MEDIAN CUT - - - - 11 HSC PARKWAY "�"_ - 180' T 100' TU N LANE - 125' ROW - - a .. -- - --' - -- i i`I . s4e' 22•w soza3� SITE PLAN I I - SHEET 2 4F 2 MI'.DIAN CUT &LEFT TURN LANE I i HSC PARKWAY DETAIL I 125' ROW - 28' PAVEMENT r:Iso' 1 9514/101 . '' .. OVERALL LOT DETAIL r;1oa V.02 . I I. . I I I I I . .. . . __ I II . I . . I . . . . I I �. . . I I . I I I I I . . X670231