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. I . . I � . � I 11 . � . . I . . I . . . 1. I I . I I � I . . . . � . I I . . � . � . . I I I . . . 1 1 1 . I . . � � QEUERAL_RQM . . .1 I . I I I � �. I . I
- . I . . .1 . . . I . I . I I � . I . I I I . 1 � . . -W-8 , I I . . I � . I , 1 WI 1. APPROVED EROSION CONTROL MEASURES MUST BE INSTAI I �� D DURING THE . I I � . � . I
- � I . . I I . � . I I I I 11 . --- -- EXISTING WATER LINEj SIZE NOTED - BRICK PAVERS ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION. .
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. . . . . : I --- I � . - . I I . I . I �. , I I I . .. I . t I � I � . . � I I I � . . � . I . . . . . . . � I . - I I � I FOR EDGING � : � I I 11. THE C SPONSIBLE FOR VERIFYING THE EXACT LOCATION OF
� � �, I . I .1 . , . . I . � . . . . - . I I - I . . -11 I . . I 11 I . I . . I I . 1, - . . . � I .. I 11 . � . OUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 4
1. . � I 1. ___ I . I . . - � I I I . � � . - W . W EXISTING WATER SERVICE I I � � . I . � � /I - 2. IT IS THE RESPONISIBILJTY OF THE CONTRACTOR TO USE WHAT EVER MEANS . . I HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. . I . I I
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- .:1 . . � . . � ,� . I . I . I w : " . . I �. I . I � � � . . . I � . . I I I � . I I � . � . I � I . . I I . � . . I � I .., - .. .. W�_1111 .. 1 THICK, * 1. . NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE � ,. 2. 1 ALL RADII AND DISTANCES ARE MEASURED - . I . .
. . � . . I I � . I I . . I I . I I I I . I �_ - : PROJECT SITE. THIS INCLUDES THE. INSTALLATION OF A CONSTRUCTION EXIT AND I TO THE BACK OF CURB -
I . � . . � � � . . . .. I � . � I I I . I .. . '.. "' : - - ..- -:1 C. � " .. SAND BED 11
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I I I ---" TBM 1 � I I . � . . I I I . . I I . � I I � .. I .� . . .:�. . SILT FENCE AS NECESSARY. * � . OTHERNSE NOTED. - I I . UNLESS
. I I . . . I . . � . I . . . . . � W_ PROPOSED WATER SERVICE . � � . . . ...'..., _,.' �_ .�'. . I I �
MAG NAIL IN . I . .. .. . . � - - . I *
� - I . . . I I . . ASPHALT . � . . I . � . I .. � I 1. . . . . � � � � I I . .. I- � . . � I . I I . � � I . . . . . . 1 2- I . . .. .. . . _ - 1. . I I . � . . .. I
� . . � . I . . I . . I I . I I I . I . � . . � � . . 1. ., I I . � . . � 5" THICK CONCRETE 3. ALL SITE WORK CONSTRUCTION
. � I . N: 68512.8616 I . I . . . I I I I . I I : I . VEWAYS) 3. THE CONTRACTOR IS RESPONS113LE * IS TO BE DONE IN CONFORMANCE � �
� - . . . . I . � . I . I . I ., � � I . . . . � . .. I . � I . I I � I I . � . . . #3 REBAR . I I . - FOR DRI FOR INSPECTING AND �AINTAINNG THE . BRYAN/COLLEGE NTH *L,E . .
I . . I . � , .11 E: 53316.7237 . �� I I . . I � � . I . . 1. . . I � .1 , . . I � I � . . I . . I _�S-6 . S-6- EXIS11NG SANITARY SEWER LINE, SIZE NOTED � . I 1 3 , � , . 1 (6 EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL IBE DONE EVERY I STATION 2012 STANDARD DETAILS AND SPECIFICATIONS UNLESS I �
� . . - . ... . I � � : . � 18" O.C.E.W 14 DAYS AND AFTER OTHERWISE STATED IN THE PLANS. ALL CONSTRUCTION SHALL BE COORDINATED " .
. � � . � I ELEVATION: 346.02' 1 . .. . . . � .1 .� � � I BOYETT STREET .1� � . . � . . . . . . . 1. . I � . . I . . I . . . . � . BRICK DIMENSIONS: . I . I . EVERY RAINFALL EVENT OF 1/2* 0 MORE. THE . FFICE. . . . I ,
. I - . . . I I I I .. I I . I . . � � . . � � � . � . I . . . . .- I I I - CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS � , �
� . 1. . . 1. I . � I . I : . . p I I . t � . 50' ROW, 27'. PAVEMENT * I I I 1. . I .1 . 11 . I . I .. �. I . . I I I I I . I . . � I I I -S I I S EXISTING SANITARY SEWER SERVICE � 1 . . . 7 1346" x 3 %" x 2 %"' A RESULT OF THE CONSTRUCTION OF THIS PROJECT. I . . . - . . 11 . .
. � . . I I . TBM 2 1 � I . 1. . � . I . . . I . . . . I I . . I . .. I � . . . . I I � .1 I � . � I I � I . . I � . . � 1 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, Ek.)
. I ,� .1 . . "X" IN CONCRETE 11 . .. ,� I � . . .- . I I 1. I I � � . .. � . � I I . � . . I � . . . � . ,� . . . 1. I . . . 4 . 1 4., CONSTRUCTION EXIT IS TO BE DRESSED NTH ADDITIONAL ROCK I AS NEEDED AND , � . SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED !!ON � � I
I I . . � . I . � I .. I . . I � � . I . . . . . . � I . � I . � - S -S PROPOSED SANITARY SEWER SERVICE ' .1 " _ _11 PATTERN: I . � MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC FROM! TRACKING MUD CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT I
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.. I ..... .. I . . . I I I . N: 68477.2017 . . I I . . � . � I .. . . 1. , . � . I . I . I . . . .1 I I I I -& 4 LF TO . �: � I . .1 . I � .1 . � I . I � I . 0 LL-. I -1 RUNNER . I I ONTO ADJACENT PUBLIC STREETS. . li I � AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY OT . I
. ... I E: 53351.2761 . � ; . � . I : 1. . 11 . . . -9,81 � I . � .1 .. . i . ' �
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. I . I I . ,. .1 I - %M - M -- N -00M `M- - ST - ST - ST . . . . . I � . . REPRESENT AS -BUILT CONDITIONS. �, . I I I
� � 1. I . 46 EM � I Mr. N I F- IMM - EXISTING STORM SEWER PIPING I . . BOND I . 5. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENE'AL . . � �
. . I � � I . . . I I ELEVATION: 345.67' 1. .. - . . I I . 11 , I I I . � I I I � I . PERMIT NO. I 1, � .
. � � . .. . - . . I I . .1 � . . - . . . . . I 1. . . I � . � . � � . 1 5 . NOTES: . TXR150000 REQUIREMENTS FOR CONSTRUCTION SITES. . ii I
.1 . . . � � � 11 1. � � � . I . I I I .� I . . � .EXISTING � � -11 , . I . .. . . I � � � . � . . I . I . . I I . I . I . . � I I . I I .1 � 1 5. ELECTRICAL CONDUIT FOR PARKING, LOT LIGHTING WILL BE SHOWN ON THE ELECTRICAL I I
� I � I . .. . . . . . EXISTING . � . . I � I . SITE PLAN. I I I 11
. I - - , . � 1 ST - ST - ST - PROPOSED STORM SEWER PIPING . , 6. ALL AREAS MERE EXISTING VEGETATION AND G VER HAVE BEEN � I I . . . I I . ii I . .
I . . I . . I ± 1 70 J&�F 2�6 . PROPOSED 8' . � � . � �
I . I I . I I 6" WATER I . I . I . 1. PROPOSED, TREE & � .1. I I . � .. I I � NOTES. , . .. . 4 . . .. 1. BRICK PAVERS SHALL BE HOLLAND DISTURBED BY CONSTRUCTION SHALL BE ADEQUATELY HYDROMU CHED OR BLOCK . . I . i
� . .. . � I . 59, I IRMN � MM FLRES om bm .% M_ . . LINE 0 . , SIDEWALK W/ I . . 2- WATER LINE ' I . RASS CO' . 6. EXTERIOR BUILDING AND SITE LIGHTING WILL .
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. '_DP�AIVT VERS I .. � . I I � I 1.
I . Hf . . " BRICK. PA . � I I I - � . STONE BY PAVESTONE IN RIVER RED . SODDED, AND WATERED UNTIL GROWTH IS ESTAB ED. . ALL E NTROL MEET THE STANDARDS,OF SECTION 7,11
. ft�o � I I . . 1. I. . - . 11� UE_ . I . . . 1. 4". MIN CALIPER TREE. I 11 I I I . I LISHED. � I OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT
.� I 1. � . I � �, . I I -W-6 -W-6 I I W-6 - W-6 -At�W_W-6 AIR W-6 - - I . . . 4 I . I � I . .. I I UE . � EXISTING UNDERGROUND ELECTRICAL LINE I 11 I . I . . � COLOR. . . 11 MEASURES SHAH REMAIN IN PLACE UN71L ACCEPTABLE VEGETATIVE GRO IS . I BELOW AN OPAQUE HOUSING AND NO FIXTURE S14ALL DIRECTLY PROJECT UG14T . .
� . I . , . I I � I I I � I .. ESTABLISHED AFTER , CONSTRUCTION 1`� REMOVED BY HORIZONTALLY. FIXTURES WILL ,BE MOUNTED IN .
I I I . 7 . � � . W_ --;(D'--W-6 - W-6 - W-6 _W-6 . � I I . I IS COMPLETE AND THE ' SUCH A MANNER THAT THE I
� . � 1, . I I � . .� I 1, I%Q_ . . P1 : 1. �. I 1. . I I . I � .1 I I � . I . . I � I I . I � CONTRACTOR. I 11 . � LI DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE I �
I all . 12. TREE GRATE - SEE DETAIL. *
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.
. I I
I . I I I . I I � . . I � I Z . I - UE -UE - PROPOSED UNDERGROUND ELECTRICAL LINE 2. ALL BRICK PAVING SURFACES SHALL INLET PROTECTION TO 13E INSTALLED AT ALL PROPOSED AND rXISTING INLETS THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILD�NG I
- � I I . . � .. . t�u I . I I . . .
I . 1. -_ I I . .. . � � I - 0A . . I . . � I I I I � � � I FOLLOW A RUNNER BOND PATTERN As 7. PERMIT AND CERTIFICATE OF OCCUPANCY. .
. I - __ . -A - 11r) � . . - -.-- . I � � I -- 1 __===_7 . 11 . I . � . 1 3. BRICK PAVERS - SEE DETAIL. . . SHOWN ABOVE. . ADJACENT TO THE PROJECT � I . . I � I � � .
. - ., - - I I—— I � �
. . , ME - ... . - . I . . . SITE. I I . � � 1: � I
- � I � . . � . . W-2 W- 2' -ON-1i , A - ;N � . \ I ----I-- I - 1 r .. - -AE-AE- EXISTING AERIAL ELECTRICAL LINE , ' I . I . . � I � . . 7., LANDSCAPING AND IRRIGA71ON DESIGN & ANALYSIS � i
- I I . I WLL BE PROVIDED ON THE . I
. . I I � I 7 7 .. . -W-2 - W- 21 W-2 . -2 - � I I I DEMOLITION & C,&SMUCTION NOTES: . . . I I i : I
11 . . . � I I . _.., . .. ...... I 4%, 11 I . . . I I I . W 2 - I . - 4. .AMEND SOIL PER BEDDING Mix 3. CONCRETE SHALL HAVE A 28 -DAY � I � � LANDSCAPE & IRRIGATION PLANS. I ; � �
. . . �. I 1. I � � � . . - I , 'NOTES. � I I I I . N 11 . .1 . . � . !I I I
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� I ,� ,�, -t,. - AE AE 500 PSI .ACTIVITIES, TO INCLUDE CLEARING, GRUBBING, AND GRADING - 8. BUILDING SETBACK LINES SHALL 13E IN ACCORDANCE NTH THE CITY OF CO I .
. . I __--f . I . . � I 1'rlltl . I i- �_ . . . .4 . I � .. > . � PROPOSED AERIAL ELECTRICAL LINE 1. . � I � I � � .1. ALL CONSTRUCTIO � . .
� . � I � . EXISTING GAS- \ I . I I I I I I . NG- I I I - I. � I . . . . t> . I . .. . -A I - i. . . . . d... - . I 1. 11 I I . �. I .. . I . . � . I � SHALL BE � WITHIN THE LIMITS OF DISTURBED AREA SHOWN ON THI§ PLAN. I STATIO . N UNIFIED DEVELOPMENT ORDINANCE. .
I . . I . �5% 1 . . - I . .
. I . % . .. . I . . I
� . _21-17 I . 5 . I
I � � METER I I I I \f 1) I I . . I . I . � � I
� I . � . . I , � BUILDING FRONT, 10' ,MIN,4, , .- .. I I 11 . . �_ - - .- - - EXISaNG CONTOUR, ELCVATION NOTED . BEDDING MIX. I .. B -PT .2.. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTIG UTILITIES ON 9. SOLID WASTE STORAGE AREAS, MECHANICAL EQUIPMENT, I AIR CONDIT .
. I . I 1. I 1. . . 11 ..; . � OF, -1 , . � � . . I . . - � I AUCK PAVER DETAIL' SITE PRIOR TO DEMOLITION, ELECTRICAL iok�,� G, .
� I � . i;L.; .. M I (ily I "-� -I' 1,111 . � ' � I . I .
. I I . 1. . . . � I � I � . .... '. I ... ... .- 1^w , I I BUILDING SETBACK' t> - - I . � I I � , . . . . . I . I I I . I . . METER, AND SERVICE COMPONENT%
� 3 __;W - . , � . I � I �. ROOF MOUNTED, SHALL BE SCREENED FRO � .
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I I 11 .3. . GHT-0 I F -WAY. EXTERIO� SCREENING MATERIALS SHALL BE OPAQU 1, .
. . . . - .. , � I . . � TR - ELEVATI . ON NOTED . I � � I I N.T.S , THE CONTRACTOR SHALL INSTALL ALL: EROSION AND SEDIMENT CC TROL DEVICES, .
I . . � I �� . 'I t> I . I . . .. . . . �
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. � � . I 19.6517-4 I . .: , I � . . 284 1 .. . FROM RI
. - - -
� .� . I I � I � . .. - _' .. - . 11 id - , _1841r 65" `E - 4 . .1 > , - . , , , . . I � . I . AS SHOWN, PRIOR TO COMMENCING ..SAME AS PREDOMINANTLY USED ON THE EXTERIOR OF THE PRINCIPL I .
. . 1. . . . .. * -_ 1W � . . �, ,6 . � I . DEMOLITION WORK.
I . . I I I � ?-,6' M/A :,. , * � I 1 23.5' .. _��l I I I I I � . � . I . I BUILDING ARCHITECTURE COLORS, . . I
I
I . � .1 I . . I I . . . I .1 . . I I I , . I I I I . I I . �
..
I � . . . . I . I I . BUILDING. SMACK . " " - -�_-:_ ; . - � I I . I I 11 . . .., .. I t> 4�' , . . P. - - - - . , - EXISTING EASEMENT . 11 . . I 11 I .... - . . I I � 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTEC11ON OF ALL UTILITIES THAT AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. ACCEPTABLE METHODS OF - � I
� I . - I . . I I I � ....... .... ... ... . .. I - - -.1 I TBM 2 . 11� 1. . . I . � . � I .., . . � . 1. I I . I I I . . ARE . TO REMAIN IN PLACE. I . I I CREENING VARIOUS EQUIPMENT INCLUDE ENCASEMENTS, PARAPET WALLS, PARTITi I ON
. .
1 � � . . . * , . . . .. � .1 . . . � I . I N.T.S � . � SCREENS, AND BRICK WALLS. � I
� I . . I I � 11 I I .. I I . : ... :� * �- . . . . - � *. � I I . G � . . . I I - - L . . I . I . � . � I . I . ' . . . � . . � I I . . . . . I .
. I . � . � . .. . . . :.. *1 . ....'.... .. - ... . n .. I . I . I . A , . I . .. I I � M I = I = I -M I M SILT FENCE . . . . � . � . I 1 5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS 10 AVOID D, MAGE TO ANY . � . . . . I I .
. . . . - '. - : . . . . . . � I . . . I I . I
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1. I . I . . - " ,.: '. I 1�1 11 I . . � . � I I I I I 1 24" . . � 10. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE NTH 0. :1
I I -,. - . -. ; ... ... . . I . I . . . . I . I 1, � I . I I � � � I I EXISTING ROAD SURFACE. I
, I I . .. - . - . , . . ... . , - . ` I . . ACCESSIBLE ROU > > , . . I I . � . . � I I . i - I .
. . . . . . . ... . - . . . . 11 I . � . . I I I. I . � . . � . I � I I . I . I � � :
. I � .* . . . ., , . , . � - - .,. - ..'�� I . � . I - 511 EhLK � - � . . - . , . . . 1 6. ALL EXISTING ITEMS THAT ARE TO R I 11. THE CONSTR C I UD �:,
, '.
I . - , . I a W OSED D . .
. . I I . . *.. . . - . .. . ': .� ..:-. - . 0: I PROPOSED .FDC � . PROP . I * I . . � . I .
� .. , ** . .. .. .:... �' .. . . I EMAIN IN PLACE WHICH U TION SHALL NTH OSHA STANDARD 29 CFR PART 1926 - . .
� I I - :, , '* . . . A I � . M I � I . . . I � A . . . . . I . I ARE DAMAGED COMPLY
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. I I . I .. ... .. .. - * .. . . . I . - - - - - iz--i - �_ - � W/ BRICK - PAVER8 - ' -1 o , I . I . DURING CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION, OR BETTER, SUBPART P FOR TRENCH SAFETY REQUIREMENTS. . 1,
. . I I - . . . .. , I I :1
. I . I . I � � . . . . . . . � . . . . . ... . . . . I I . . � I . I - I . . I . . � � . . �N - . - . . . I I � I . It � AT THE SOLE EXPENSE OF THE CONTRACTOR. . i , I . . � � 1;
� . . . . . : . . . * , , - . . M ... , , - /.' . I . . . .; I . �... i I I I � I i . . I . I .. � . - I . . I GRATE HALVES BOLTED I I � - is . : I . :: I
. . I .. I . . .. .. .. .1. � . s. * ., .... .. I. . _. ... . . .� . V9. � COMMERCIAL � i . I 4 . 14 - - 1>, . . I � . � TOGETHER W/ 6 - 15 1 1 1 � 12. ALL ROOF- AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE 11 � . � � . I
. I I I .... . . .... I . . . : - . I . I 1 7. SHOULD ANY EXISTING UTILITIES NOT SHOWN OR SHO � SO AS NOT TO
� I I � . � . . I . . * .. .__1. . � � � I . . )/4"R . WN INCOR ECTLY ON THIS
. � � ., . . . . . . :. . .. . I . . . .'.. 1 �� � r, 11 I I . . . > - I ., . . , I . I . . . � � FROM VIEW OR ISOLATED BE . VISIBLE FROM ANY PUBLIC
I . . . I . ...: - :. . , I I . Lffi I I ., I . . (2) Y2 -13x3 . . PLAN BE. FOUND ON SITE, THE CONTRACTOR SHALL CONTA T THE DESIGN
. I I . � . I .. I � � . . . .. . . 1. I * / -. - .., . I I � I � I 1. . LIN - . . > . , .1 I . . � I � I I . . .. . . I . 1. � I � � I _\ I I � � . RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE LOT, MEASURED FR�M
. I . I ..: .. .. - .. .�.: I : - *..'. -.: '.. - 1. � . ,� I . � . . . I I T ,_ i , � ENGINEER IMMEDIATELY. To DISCUSS ANY POSSIBLE CON LICTS BEFORE � A POINT FIVE FEET ABOVE THE GRADE TO EXISTING ALONG THE REAR OF THE
.1 . ,� I I .. . .. ... . . .. . . . . . .. ...3.11 .,_11 _. '_ .1 - - � . I I . � : . � . � I . I I . � . . . . . I I . � � I - � , LOT. 1: .
I . , . - . 1. . � . I I . I . . I . . I .NUT W/ WASHERS. . . PROCEEDING NTH ANY WORK IN THAT AREA. . ,
. I . I . � .,. I I.. . - - .1. -, . M I . ... .1 81, . it . I . I I . I
I . . . � � I . . . . .. . . . . :. . �.... . . �: I.. , . I . . . . . � I � . . .. I � I . . � .1 . . .1 I . . 3 f I I I I I � i .
I . . .. .. . . ... .. ... - .. . . .. � I . � � I 11 I EXISTING . � . I I . . � : . � 13. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT .
� � - .1 . - I � . . I . 11 . . � I I I � I . - 0 AD . if SITE SPECIFIC NQM�_ I I . . I I . I LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES . I I .
. � .� .. ..... :. /....., .. .......'.. ...'.. , - - ,,, 1. . . * ; I I . I AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT
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. I I ..... '.. . ..-- . . . , 1 511 � .
. : . I . . .. . . . . . . . I . . . . . . - . , : . I . . M . � - � . . . CONCRETE . ; .
. .. I : I � . - -1 . . .... 7' ., ...: - . . , �. - - , , � 1 in .. . I .� - I , , . I I . . .� � . I . . . . . � I I . . - . I . . . � I I __�� 1. THE OWNER & DEVE IS ROBERT JOLLIj THE SUBJECT . � . I
. I � I . '� I I . . I.. . . ... . . � , - I .. I . I � � . I . . . I . � i I . I . . . � . � � . . 1 . :
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�, . I . . . - ... .. . . .-. � . . � I . . � . .. . I . I . . . . I .. . . � I � . 3 - � I .� LOT 19, BLOCK 12 OF BOYETT STREET. THE PROPERTY IS� ZONED NG -1, . I
I . . . 11 .. .: I . _�. .. .... ... : .. .. . , I . I � I . I . � . I I . . . . - 1. I .. I . . . I I .. I � � � 1 4" 1 1 1 .NORTHGATE RESIDENTIAL I . - ]BEE PLANTER NOTES: . .� . �
I � ..... . . . :, HALL t ' .. .., .. . . . � � I I . ., � . . . . . I � I . I . �
I .� I . I . .. . . . .1 � I I I . . I I . . � . . . - . I P I i I I .
. . . . � ,� I . I . . � � 6 . � I . . :
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. .. . .. ..... :. .1 - . I � . I I I I I I I . . .. I I I . . � - I � I � � . if 0 2. PROPOSED BUILDING IS 2i STORI
I I 1. - - I . � E� � 11 I I . . .. . I . . � ; i . ES, TYPE VB -SPRINKLED. : � 1. TREES SHALL BE PLANTED IN A MINIMUM e-5' SQUARE NDING ,
I . . � I . . . . . .. - I . . . . � � . . I I . � . . � I . . � . � . � . . 0 1 . �
� I . .. . . . I ; I � I . . , I . I I . . . . I � I � I 1 3" 1 I 3 2" 1 TO A DEPTH OF AT LEAST 4'. A MINIMUM 6" GRAVEL BASE SHALL BE PROVIDED .
. � . I . I : . ... . . ... . . ; I . . . I . � I . I I � � . . � . . I
� � . . I . ' . I . � .1 I ... . � 3"
. . �. . . I . . . . .. I . . I . . � . I . � � I I � I � I . � 1 2" 1 1 - I 1 3. THE MINIMUM REQUIRED FIRE FLOW FOR A RESIDENTIAL BUILDING IbC TYPE VB OF
. I . � � . I I , - . . I . I I . I � - . A � . . � . I I I 11 I � I I . . I I I . . . . � � . I . - I � I � BELOW THE TOPSOIL FOR DRAINAGE. THIS WILL ONLY APPLY IN AREAS MERE THE I . .
.
., . I I . . I � . I I . I . 1,*. :-,.:* . ..... -, ..: - :, I � . I ll . .. I � . � I - - 9' 499 SF IS 2,750 GALLONS PER MINUTE, THE BUILDING IS FULLY SPRINKLED I . SIDEWALK JS NOT STRUCTURAL, OTHERWISE BEDDING MIX MAY BE REQUIRED. . �
I . , I . I � . '. . . � .. .. .. I . . � � I I . . � . � � I . � I � � I I . I .
� I 11 � I . . ... . . ... . I Z . � � � I I I I . . . . WHICH DECREASES THE REQUIRED - FIRE FLOW 13Y 50 %. (1,500 GPM). ONE FIRE I �
� I � � I I . . . � . , ... . . 1. � < . . I . � . . I I I I ' .
� . . .. . , .. . ... . 1. I � w I . . . � _', . . I . I I . I � HYDRANT IS REQUIRED. THE HYDRANT FLOW WILL BE PROVIDED BY EXISTING
. I .- . .: . . Al . . . I . STEEL REINFORCING BARS � * . . � � . 2. THE FOLLOWING SOIL SPECIFICATION SHALL APPLY.
,
.
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. . I � I . . . . � . .. . ._... . �; . --. - ** .*: : . � � . .� . . � ff, ; GARAGE Ir � . I . I . 1 � . I I CON I CRETE PAVEMENT 28 DAY STRENGTH = 3 . 500 PSI) ., I . I NOTE: - I . .I- ___f______f T I . HYDRANTS. . .
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. . I � I . . . - ..,-*.a A . I � I I . . I , � . � I I : I I I . . I __� 1, L . A. THE CITY OF COLLEGE STATION .
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� I . � . I . . . . . . � . I - . , , . ,. .. 1. . a . � . . . . I 1 3'
- � ___ ___ __ , � -1 - -1 I - I I . �� ..:, -:: . -. , .. . I �,*� - , . - � I I- - I - ____ - �- , z- � - � . --- �_ _�, , I- 11 I I I 1� . 11 . . WILL ANALYZE THE ,SOIL AND MAKE THE .
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__ __ - , , . - � - I - , ... -.-.- - o :: .. - - I __ . ____ I - I � _�_____ - , , - 1. . - __ : 1. I - _- -- -- _\_ ______ _-_ _- __ - - __ ___ __ 1. - -, - __/�r___ __ - __ - - __W:L _,��_�_ .1 - . � . I . . 4. THE DENSITY IS 25 UNITS PER ACRE�, (4 UNIT73 AT 'I] - _ - r ES - RICICT ' - -
. - I I � : . ,
. . I . � � . 1. . , ... .. .i i . . . . � � ` . I -1 �'. , I'll I I . I � � . . - .� -1 . : . � I �. - __ ,� - - I - __ -_ � - __0.16_At,i�ES)�__ i_ - � - __ - DETERMINATION AS TO ITS QUALITY. ,THE CPY RESER ,17�517
� I . � � .1 I I . 13 - - . V. -'THE _TC, -_PE --- - -, - -
� . . . 1. . . %*.. - . . . .1 . . _,'', .., � ,� �� � , . .. I � : � � . .1 . ,� 1. I ., - 1. - '60" X 60' NEE - _ . I - - � �J - . . RECUIRE� AMENDMENT- -OF N . TOPSOIL 'THAT 'DOES NOT MEET TH , E I
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� .. I . . . . . I � I � '. .. .' �-. - :� .. __V.. .. , - -r ", ' *#4 BARS 1 5.
. . . . . � '. � I I � I . . � . . . .. .-L .( ., _�� I � THE 100 -YR FLOODPLAIN ACCORMG*T0 THE FIRM ,
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. � . . 11 . I I � I I . � � � � . � I I : R., - , , . . . .. . . � I � . . : - . . _d - . :. j I . . I 1. � . . . I O�Y4" X 18" SMOOTH. , . . I . . � I
� ! I I I I . I 11 . I I s I I I . . . ///. / � . ,� * I I I . I I I � 1. EFFECTIVE M � ey 16, �012. . . .8. ALL SOILS EXCAVATED FOR FOUNDATIONS OR SIDEWALK .
. I . � ., � . I I . . � . I I �, I � I . , . I . I . . I . � I . I � . . ,/,;; - - . . . I � EXPANSION DOWELS � I . I �
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. . . . I � . . I I I 0 _ . . . . I � . /.z`"�"- . . I . . (SUBSOIL) SOILS SHALL BE MOVED TO NON -PLANT GROWTH AREAS, OR AMENDED
. . I I I . . . . . . . I � . * '. . . . I . I . . I . . , � . X I 1 2. MATERIAL SHALL BE CAST IRON . 6. THE STORMWATER RUNOFF FROM TO MEET ALL SPECIFICATIONS OF TABLE 1. .
� . . I . � I % - I , . 1. . . . I . . . I I I I I I I � I I � I I .1 . THIS DEVELOPMENT WILL BE *DISCHARGED . I :1 .
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. I . . . . � I - I � . . I I I � � . I I i , � . . I I I . . . . . . I , I I . I I : ASTM A-48, CLASS 358 FINISH, I � . .. I I . I . I . . SIMILAR TO �XISTING CONDITIONS. DETENTION . . � . : .
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: � . I . . � '. I � I I... � I .1 �, I � � . . . � I � . _, � . . I i � . , , . . I I . � 1, � I . . NOT PAINTED. . . . I � I I I I � . ,� I I ,. � . I I POND, I � � IS PROPOSED 11, A DE � TENTION C. BEFORE TOPSOIL IS PLACED, ALL AREAS THAT RECEIVE PLANTINGS 'WILL � MEET �
. . � I . I � . . . � I I ,� � . I .... � . ,. I 19 � * W I I � - � . 1. I . . I . . . I I � � � . \ . . � f . . .1 I I I ., . � � � I . I I I � .1 I ,� I I � I I I i . I . � �
. . . 1. . � . I .1 . . I - . 1. I I .1 I . I X . I % I I �. I 1. . I .. . . � � .. ' .� COMPACTION SPECIFICATIONS. I
I I I . I M . . I . - . - � I � 7. DRAINAGE AND GRADING INFORMA71ON AND DETAILS WILL BE PROVIDED ON THE . I . . I : .
� I . . . . : , . I I . . . . .. 6" LIME STABILIZED SUBGRADE .CURB DETAIL I ''
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� I . . . .. . I . I � 1. I . I I � .. k, i � . - 1. I �, . 1, � .11 1. �� � I I .11. ... . � . . TP,,.IEE GRATE DETAlL � 1. .. � . . . I . GRADING AND DRAINAGE PLANS, � I . I i . . I D. BEFORE THE TIME THE TOPSOIL IS PLACED AND PREFERABLY MEN EXCAVATION IS I I I
. , . I . . I . I I M I � . I � . . I (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) � I . I . COMPLETED, THE SU
. . I � I . � . - ' � � . � . . I . . I 1. � I . WIS � . I I I � NORMA SUE BOYETT MITCHELL I � I I . � . I I I � � DITION (LESS THAN I .
. � . . I �. . . . 23': - � . . . � I I . I . � I . I 1 8. THE DISTURBED AREA FOR THIS PROJECT IS 0 1400 kPa) TO A DEPTH OF 20" BELOW FINAL TOPSOIL I .
I � 11 I I � . � � � I I I I I I . � . I . I . . . � I I -111- . I . . I . . .1 .. BOYETT, BLOCK 1.2, LOT 20 . � . . . . N.T.S � N.T.S I I � I I 1 .172 ACRES (7,492 S � F). I � I 13SOIL SHALL BE -IN A LOOSE, FRIABLE CON
. I . . . I � � I I : �
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I . . . � I � . . - . . I . . * X-5" OR 6" AS -%i"EMENT PLAN I . . E IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. E. BEFORE TOPSOIL. INSTALLATION, CONTRACTOR. SHALL GIVE THE CITY 48 HOUR
I I � . . I . I . . I I � I . I � 11
. . . I
I I . I . I . I � � . . .. I I ZONED NG -1 . * SHOWN ON THE PA, . . . . . I 9. TH ,
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� � . . I � . � . , � . . I � I . . I . . � . - . I . , _. . I I I � � I . � . . . 6" PAVEMENT - USE #4 BARS @ 18", O.C.E.W. . . . .1 I I . . . . � �. � � I NOTICE TO ALLOW INSPECTION OF THE SITE TO ENSURE THAT SUBSOIL IS FREE OF� I .
. . 11 I . . . . .. I � . I . � I � . . I � I . . I i - . , , . . I .. . I . I � . . I � ., I . I - 10. TRAFFIC IMPAC ANALYSIS IS NOT REQUIRED. I i � I .
. . I . . I . I I I . 11 I . irl . I 1. . � . . I � � - I . I . I . � . . . I . I � ,. � � CT . DEBRIS AND MEETS PENETRABILITY STANDARDS. 1: .
.11 � � I � I � I . . . � . . . .. . I . . * � 5" PAVEMENT - USE #4 REBAR @ 18":,O.C.E.W. . � � . I I . . . !
� I I � - .. I . M HALL . . . I .1 I I . � � . . � I . . I i
� � . I . I I . . I . 11 . . I . . � I I . . I I . I . I � . � . I . i �
� �
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. . . � . I . . I � ' . . � . * - CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER 2012 . I I . I I I . . 11. THE DETENTION AND DRAINAGE FACILITIES SHALL BE CONSTRUCTED FIRST. :F. THE FINAL RESULTING. TOPSOIL MUST MEET ALL OF THE MANDATORY CRITERIA IN .
� I � � . . * �
. I . . � . ' I I . . �
-
I . � . � EXISTING . . . - . � � I I . . . � I 1. � I .. ; , . I , GARAGE 7# 2 - I I . . � I . . . I . . � � . � . CITY - . I I I I I I . I � . . . I . � I TABLE 1. IF EXISTING TOPSOIL FAILS IN ANY OF THESE REQUIREM NTS, I .. � I
� � �. . .1 � . A - I . I I : I I � .OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS I I . . . . . � 12. ACCESS SHALL ar PROVIDED AT ALL TIMES FOR CITY INSF �_'CTIONS, MAIL
. . I � I I , , � I . � I . . . . . � . I
. � ., - � .
I BUILDING . . I I : I . I . . I I I . .1 . � � � . . � I . . . I I CONTRACTOR MUST AMEND SOIL AND/OR IMPORT SOIL ACCORDING To THE CITYS
. - a I . . � - � . . . . � � � 11 . . . . ;. - � . I . . � . . � . . 11 . . . I . . . . � � I . .. . � : . DELIVERY, GARBAGE PICK-UP, DIAL -A -RIDES, UTILITY, SCHOOL BUSES, AND OTHER . . RECOMMENDATIONS IN ORDER TO MEET LISTED REQUIREMENTS. . i I .
. . � � � . . . 1. . . ��, � . � - I I . � I � . � . � I . . I . . � T"ICAL CONCRETE PAVING SECTION I . . . . I HEALTH AND SAFETY-RELATED VEHICLES. ACCESS MUST NOT REQU[ E DRIVERS To . I . 1� .
. � I . I I i
. 1. . I . . . � I . I N . . . � I I I I I I - , I . .. ., . EXIT THEIR VEHICLE. - . :
: � I .... � - . I . � EXISTING � . � . � 1 108* 1 . G. FOR TOPSOIL INSTALLATION SPREAD 2-3' OF APPROVED TOPSOIL ON EXIS 1:
i � . I . I . . . 11 . � . N.T.S. I ,: . NG
: I I . . . � . I . . . .. .. . . 1. I . . . I I � . . . � I I . . I t � I ' t . . SOIL TILL ADDED SOIL NTH A ROTARY TILLER THAT IS SET TO A DEPTH OF 6*. . I
. I .1 . :, I . I . * . - . I I ,� I I I . . I I � .. . �. I . I BUILDING � � � � � . I . � � I . �_ 13. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE SM17 ON UTILITIES I . N ADDITIONAL 4' OF APPROVED TOPSOIL TO BRING THE AREA UP TO GRADE. I
� . . . I .1 . I � I I I � . . I I . I . I I . I . I - - . . . I . I - I . I ADD A I
�. : I .NELSON RENTALS' INC. - : . I � . I . . . I � . . I . . I . SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES ELECTRIQiL DESIGN FOR i
. .. 1. . �.� - . . . I . I I I 11 . . � . . . 11 � I I 19 I I . I � .. � 1. I . . . � . . . I I . I . . 1 . 9 1 11 � 6" AT � � __7 1 THIS PROJECT, REFER TO UTILITY SHEET AND CSU ELECTRICAL DESIGN PLANS FOR 1. . . . :
� I �
.1 . . BOYETT, BLOCK 12, LOT 18 ., : . � . I . BOYETT ESTATE APARTMENTS � . . 1. . I . I � . . . . . - -_ . . . I I �, I
I � . I . . - � . I I I � I . I . . � . I . . I . � . 1. . : I . I . . I I . .. . 1111.1 .1 I 1111 i DETAILS. SEE UTILITY PLAN FOR CSU LAYOUT. , I I . � . . I : 11
. . i . . , . . . . . .1 . . � I � I I ---I . I " BLDG. HT. , In I . A . . � � � .. . � ... I I � I . � . I I I I 1. . : - . I - I I . I . . . ��. . I . I . � : I I
. . . . . . . .
I . I . 1. . � . . � . I . PROPOSED----,. W 30' 10346 . . . I . . I I . , I CSU ELECTRICAL CONTACT.- . I . I I
� . . . . . = CSU ELECTRIC PROJECT COORE NATOR I I � I
-
. I I I I . � I I � . .. I 1. � R - BUILDING SLAB I - � . FF = 346.4' 1 . . � . . 4- � . I I . . � . . I . . . � I 1. I I � . � . . : in -- : R, - .. I � . - I � . i
I I I � I 11 Z 3 STORIES I . � � I . . . . � . I . . I ::j
I � , . . I . � . lug 11 I E�� 1110 lv�
. . . � . . �. . . . I . I I � . .. . . . . . � � . � I ... I 11 I I I 1. � � . ,� . . � I 1 35' 1 - I . . . . CITY OF COLLEGE STATION UT1L11ES . � I I I ; I .
. . � . :
. � . . � I � . . . I & OVERHANG .��. I - - I . . I � I . � . I .1 I . . I I I . I .. I I � i . . .
I I . I . . . . . . I .1 I � . . . .1 � - 1. � . � . � : .
I I . . . . . . I -- - � 9,499 SF I I :5 I - , I . I . . I � I . I I 109 , ill' X. �� . I I I . . PH. 979-764-6314 1 1 : �
I � . I . � . . Ir- . I . I . � I . . a . , . I � I Ll I . . N-O-TICE! I . . �
- � . � . I . .. . I � � . . I . I - 3 - 2 BEDROOM UNITS I . I . . . . _ . . .. . I . � I. � , � __ - 14. THE DUMPSTER ENCLOSURE SHALL BE 6' WOODEN RIVACY FENC � W/ 1 - 5' - - . � �
. - * - - I
- � . . . � � . 1. I - . . . . I � - � . . . I
. I I 1. I . I I I I � . I I I I I I I . . . � . .. .- .. I . I � . � � I 1. . . - I . �. I . . . I � . . � I -- - - - . - DEEP X 11' CLEAR INTERIOR OPENINGS 6- TALL. THE DUMP�� , . I
. I I � I I. . ____ ____ -1 1 - 3 BEDROOM UNIT I . I . I I I i = 24 1 . R ENCLOSURE . �
I I . . � - - - '� . . . . I
. . . I I I . . . . . . � � I I I � - ?� . 'IS - SPECIFICALLY CAUTIONED
I I . .. . . - � � . . .� � . .� f . I i - I I MUST BE REMOVED FOR UTILITY CONSTRUCTION WITHIN THE UiiLTY EASEMENT. . � CONTRACTOR
. . I � I . . . 1W F . . 11 1. 3: � . : . 1. I . � . I . . 'I I 9 F1 I I - �THE I
i . I . � � I . . � I . . , . C -A � I . . . 11 . . . I I I � . � I . . � . . 24* 1 TI f � I THE PROPERTY OWNER IS RESPONSIBLE . I . .
I
- I . . � . � . � . . . . . . � � I . I I � I . I I ENCLOSURE. 1HE COMMERCIAL SPACE AND THE 4 mULTI-FAMILY mrs WILL EACH � TION AND/OR ELEVATION OF THE
. . . . LACEN ENT OF , THE THAT THE LOCA
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. . . . . I 3 � I I � E :- I . . BAS .
. . . I � I . .- A'--, - I � I GARAGE #3 1 . . BEDDING MIX: A mixTURE BY VOLUME THAT CONSISTS OF 807 SAND LOAM AND 20% 1 . I I � - . . 15. A KNOX BOX SECURITY KEY SYSTEM SHALL BE LOCATED ON THE BUILDING, A COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS .
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. I � .. . ... . . . . 11 r . S I +. . . � MULCH. . � . I 171T==l I I I KNOX BOX SWITCH ON EACH GATE & KNOX CAPS ON THE FDC. TION IS NOT TO
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� I . BE RELIED UPON AS BEING EXACT OR COMPLETE.
� I I I � � .. .. i . . � . . � . I . A. SAND LOAM: A CLEAN, FRIABLE, SANDLOAM OIL CONTAINING LESS THAN 20% CLAY ; . --
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I . . . . . 1. . I - - . , . .. .. I . . . . � � I . I � I � � . . I . I USA, LL562 LOCKING LID AT MINIMUM. AN ALTERNATE LOCKA13LE SHALL BE .
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I � . I I I I . . . I � . � . . . � . � . . . . . . : . I APPROVED BY COLLEGE STATION UTILITIES OR HIS DESIGNEE. . . . .
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. . � I � . . I 1 /. il' � . I �1* ,� . 3.1 . I � � . . COMPOSTED HARDWOOD MULCH: A X" MINUS PARTICLE SIZE. COMPOSTED HARDWOOD � . . � � LINES, AT HIS OWN EXPENSE, WHETHER
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. I . I . � . . .. --- .4, * * I . . I . .. . . MULCH MATERIAL COMPOSTED A MINIMUM OF 6 MONTHS THAT IS FREE OF BIO -SOLIDS, I I .1 �
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� . . � � I 1., i I'll, � . . I � .. I . I . . . � ANIMAL MANURE, ROCKS, REFUSE, NOXIOUS SEEDS, AND OTHER FOREIGN CONTAMINANTS . � I . . � N.T.S. I - . UTILITY IS SHOWN ON THESE PLANS OR NOT. THE
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. 1. . I . I � I . I . I .1 . . � � I . I 11 I I W � I I .. . . � . I . I . � I . I - . .THAT MAY BE DETRIMENTAL TO TREE GROWTH. . I . . ; I I . 1 6. Cone. Pvrn't. I . I . I I . � I I . I CONTRACTOR SHALL RIATE
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1. . . . � . i I . . I � I . . . I . . 11� EXCAVATION. -
I 1. . � I MIXING EQUIPMENT SUFFICIENT TO THOROUGHLY MIX ALL- COMPONENTS UNIFORMLY TO I �
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� . . . I � I . ROBERT D JOLLY JR TRUST I . ___ HALL 11", ! I LIMITS OF I .1 . . D. SUBMIT SAMPLES PER SUBMITTAL REQUIREMENT FOR APPROVAL SAMPLES SHALL E � .; I , , . " - A B � PARKING ANALYSIS I � . � . I .
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I M I � . . I . I � . . � , - - '.. I � /DEVELOPER: SURVEYOR:,
I � . � 1. . � � i + BOYETT, BLOCK 12, LOT 5 * . ' � � . I . . 1. . . I I . RICHARD B. BENNING � I � . I .. �_.�_., I.-..-.-.,- .. .. -.rZ ,,, . . . I-,.' Earth (typ) � � . I I � M . .
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I � � . I RICHARD B. BENNING . + . I . � - ._.� - , " . .. . . BRAD KERR, RPLS NO. 4502
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I . . . . . +1 I . . � � I BOYETT, BLOCK 12, LOT 3 __ - =4 I -_ . 10 GPM . � I I
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I . ..� I I I . I I �- � .1 . � I I ZONED NG -1 . . I . I . . .. . i ' � - ! HOUSTON, TX 77041 �
I � . . I I 1- . I . . . .. 1 6' TALL SCREEN . . � 1. . . . I .� + ,Pieced over Face . � . �� + Earth (typ) (See Plan for Sizes) . . 6" SANITARY SEWER LINE . Z . . i . I I . 409 N. TEXAS AVENUE
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.1 . . + � I I . . I �� � I . 2730 Longmire, Suite A . + . . . I I APRIL 3, 2014 . .
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I I I I I - . 979.764.3900 1 1 TBPE NO. 12327 � ISSUED FOR CONSTRUCTION
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I L.Z_� PARTITION . I � � �:
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. .. . LOT 19� BLOCK ,12 � . � . . i , ''I I I . I . ,� . .. .
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. COLLEGE STATIO I N., 11 I I . I I I -11". � � . I . . I I � � . . . . PLOTTING SCALE: - I 1:1 � I r I � I �
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- . � I � � FILE NAME: 1 . -.qn4
I , Grate From w/
Conc. Anchor (tYP)
(� Tree Grate
I (Neenah #R-8713
Brick Paver Side
(See Detail)
(SEE NOTE 3)
HH �
S. I t
n a p�'� y'
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LLC
SPECIFY MIN
C. �1 -
1 1 1 i 1 e le 1 i �
g �
LICENSE NO. 109835
■
CLEARANCE OF TRUNK
-
DING
BED MIX
_
10 5 0 10
TREE .GRATE._
TREE GRATE
POURED -IN-PLACE
SCALE IN FEET
i
CONCRETE
W 6. W-6
W 6 W-6 W-6 W-6
W-6 W-6 W-6 W-6
W-6 —W-6
W-6 W-6 W-6 W-6 --
VARIES ..
•
_
., .;>,:• �.Y �.. . - ..
1" IRRIGATION METER
LANDSCAPING NOTES:
BEDDING MIX NOTES:
PREF.
—W-2 W-2
1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING,
W-2 - - PERENNIAL _ - REQUIRED _ ._-
- DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED
1. BEDDING MIX: A MIXTURE BY VOLUME THAT
- SAND -
CONSISTS OF 80% SAND LOAM AND , 20%
3s'
DRAINAGE PIPE TIED
- fh, - :., •
W-2 W 2 _ , W -
_ - -
W 2 W 2 W 2
W-2
W-2
-
D p
IN PARKING LOT ISLANDS, SWALES AND DRAINAGE
D AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY,
COMPOSTED HARDWOOD MULCH.
1
TO STORM SEWER
_.
-'
DECORATIVE PAVEMENT
AND ADJACENT PROPERTY DISTURBED DURING
A. SAND LOAM: A CLEAN,FRIABLE, SANDLOAM OIL
p
CONSTRUCTION.
CONTAINING -LESS THAN 20% CLAY THAT IS
A
PREPARED SUBGRADE.
FREE OF ROCKS, SUBSOIL, REFUSE, ROOTS,
I
2. IRRIGATION SYSTEM MUST _
BE PROTECTED BY EITHER A
NOXIOUS SEEDS STICKS GRASSES AND ANY
TREE
PLANTER DETAIL - B
—�y��-
- --
•' -
p - � PRESSURE VACUUM BREAKER, A REDUCED PRESSURE
CONTAMINANTS THAT MAY BE DETRIMENTAL TO
. ..: .•.
11 l i
a PRINCIPLE BACK FLOW DEVICE OR A DOUBLE-CHECK
...TREE GROWTH:
1
BACK FLOW DEVICE AND INSTALLED AS PER CITY
N.T.S.
p - ORDINANCE 2394.
B. COMPOSTED HARDWOOD MULCH: A Y" MINUS
p
D • -
P p.
SIZECOMPOSTED HARDWOOD AULCH
TREE PL TER NOTES:PARTICLE
'•' " ' =
, 3. STREET TREES SHALL BE SELECTED FROM THE
MATERIAL COMPOSTED A MINIMUM OF 6 MONTHS
-
- .F 'TOPSOIL
:.
.FOLLOWING:
LIVE. OAK CEDAR ELM, DRAKE ELM,
THAT IS FREE OF BIO -SOLIDS, ANIMAL MANURE,
1.
TREES SHALL
PANTED IN A MINIMUM 4'-S° SQUARE AREA X
BE L Q E 0 E TENDING TO A
: -' : •
I
EASTERN RED CEDAR, SHUMARD OAK, OR BALD
ROCKS, REFUSE, NOXIOUS SEEDS, AND -OTHER
DEPTH OF AT
LEAST 4'. A MINIMUM 6 GRAVEL BASE SHALL BE PROVIDED BELOW THE TOPSOIL
:.
CoMmERCIA�
p
SS.
CYPRESS.
FOREIGN CONTAMINANTS THAT MAY BE
-
FOR DRAINAGE.'
SIDEWALK CT
THIS WILL ONLY APPLY IN AREAS WHERE THE SID K IS NOT STRUCTURAL,
.. .-
Y
�
o IJ
I TREE GROWTH.
DETRIMENTAL TO
OTHER WISE B
DING MIX MAY BE REQUIRED.
Q
.:.. ....
C ALL MIXING SHALL TAKE PLACE AT THE
2
OLL
THE OWIN
SOIL SPECIFICATION SHALL APPLY:
1 Y.
- •
..
I
CONTRACTORS. YARD, L USING .COMMERCIAL
:• ..
MIXING EQUIPMENT SUFFICIENT TO THOROUGHLY
A THE CITY OF
COLLEGE STATION WILL ANALYZE .THE SOIL AND .MAKE THE DETERMINATION AS
.,. .. ;, .. :. . •
MIX .ALL COMPONENTS UNIFORMLY TO CREATE A
TO ITS QUALITY.
THE CITY RESERVES THE RIGHT. TO REFUSE ` OR REQUIRE. AMENDMENT OF I
�
:...
-- - •.
HOMOGENOUS SOIL MIXTURE.
ANY TOPSOIL
THAT DOES NOT MEET THE SPECIFICATIONS OF TABLE 1 BELOW.
.: .. _ .:: •..
_ _
HALL
-
D. SUBMIT SAMPLES PER SUBMITTAL REQUIREMENT
B. ALL SOILS
EXCAVATED FOR FOUNDATIONS OR SIDEWALKS THAT ARE 8 HORIZON SUBSOIL
(SUBSOIL)
.
... .:...
FOR APPROVAL. SAMPLES SHALL .E OBTAINED
SOILS SHALL-
T
MOVED 0 NON -PLANT A
BE MO L NT GROWTH .AREAS OR .AMENDED TO MEET ALL
', _
:. . • -
-TABLE
RANDOMLY FROM THE LOT BEING DELIVERED TO .
SPECIFICATIONS
O 1. F'
-.. ..IT
=
THE `S R FROM THE STOCK PILE.
_
BEFORE
OM-
IS PLACES ALL AREAS THAT- VPLAvTItJGS WILL , Mt��T_�"
vc.
A` -i
.._
u 1
GARAGE E,
SPECIFICATI
NS.
- -
-
D :BEFORE THE
TIME THE TOPSOIL- IS PLACED AND PREFERABLY WHEN EXCAVATION IS
- - •
_-
I
. i
8' Mm mum 6"
( )
V ones s.
L,
COMPLETED,
COM
-
THE SU6501L SHALL BE IN A LOOS E, FRIABLE CONDITION (LESS THAN 1400 kPa
„ )
I , Grate From w/
Conc. Anchor (tYP)
(� Tree Grate
I (Neenah #R-8713
Brick Paver Side
(See Detail)
alk
TO A. DEPTH OF 20 BELOW FINAL TOPSOIL.
ORE TOPSOIL INSTALLATION, N
E. -BE OR 0 , CO TRACTOR SHALL GIVE .THE CITY 48 HOUR NOTICE TO
ALLOW INSPECTION OF THE SITE TO ENSURE THAT SUBSOIL IS FREE OF DEBRIS AND MEETS
: PENETRABEITY STANDARDS.
�-- Water Meter Box
(48"x24" Old Castle #3(3
w/Cast Iron Lid and Hinges)
THE SEAL APPEARING ON THIS
HH �
S. I t
n a p�'� y'
E
LLC
DOCUMENT WAS AUTHORIZED BY
DEVEN L. DOYEN, P.E.,
C. �1 -
1 1 1 i 1 e le 1 i �
g �
LICENSE NO. 109835
■
�-- Water Meter Box
(48"x24" Old Castle #3(3
w/Cast Iron Lid and Hinges)
2730 Longmire, Suite A APRIL 3, 2014
College Station, Texas 77845 ISSUED FOR 'CONSTRUCTION
979.764.3900 TBPE N0. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR DLD DLID JPS 13-304 APRIL 2014
jr�15 OF P, 740
1
.............................
DEVEN L. DOYEN
109835 .�
I e �q> v-: f�(�3�1�
FIRM # 12327
SCHULTZ ENGINEERING, LLC
E 0 YE T T S TREE T APARTMENTS
W C. BOYETT ESTATE .PARTITION
LOT 19, BLOCK 12
COLLECE STA TION, TX
SCALE SHEET
VERTICAL NIA
- f
N
LADSCAPE PL
HORIZONTAL 1. — 10
PLOTTING SCALE: 1:1
FILE NAME: 13-304
THE SEAL APPEARING ON THIS
HH �
S. I t
n a p�'� y'
E
LLC
DOCUMENT WAS AUTHORIZED BY
DEVEN L. DOYEN, P.E.,
C. �1 -
1 1 1 i 1 e le 1 i �
g �
LICENSE NO. 109835
2730 Longmire, Suite A APRIL 3, 2014
College Station, Texas 77845 ISSUED FOR 'CONSTRUCTION
979.764.3900 TBPE N0. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR DLD DLID JPS 13-304 APRIL 2014
jr�15 OF P, 740
1
.............................
DEVEN L. DOYEN
109835 .�
I e �q> v-: f�(�3�1�
FIRM # 12327
SCHULTZ ENGINEERING, LLC
E 0 YE T T S TREE T APARTMENTS
W C. BOYETT ESTATE .PARTITION
LOT 19, BLOCK 12
COLLECE STA TION, TX
SCALE SHEET
VERTICAL NIA
- f
N
LADSCAPE PL
HORIZONTAL 1. — 10
PLOTTING SCALE: 1:1
FILE NAME: 13-304
BOYETT STREET
6V ROW, 2r PAVEMENT
Sich"U"ItzEnq'ineering, LILU,
2730 Long mire, Suite A
College Station, Texas 77845
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR DLD DLD JPS 13-304 DEC. 2013
LEGEND
[1t r
GRAVEL AREA
t
TREE W/GRATE
0
W DEPTH
NOTES:
3" DEPTH
1. CONTAINER GROWN PLANTS ONLY.
2. REMOVE CONTAINERS FROM PLANTS BEFORE
INSTALLING.
3. PLACE PLANTS IN PREPARED BED AS SHOWN.
4. EDGE SPACING FOR PLANTS VARIES WITH
SPECIES AND LOCATION.
PRIVATE SHRUB PLANTING METER SOX AND CONTROLLER PEDESTAL LAYOUT
N.T.S N.T.S
2-"T'
POSTS
(TYP)
BARE SOIL
AREA (TYP)-
NO TURF HERE
NOTE:
LANDSCAPING NOTES
1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE
TREE GRATE - SEE DETAIL.1.
I "` '^CON ^""
BURLAPPED OR CONTAINER
PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS
IS REQUIRED IN PARKING LOT ISLANDS,SWALES AND
1. 60" X 60" NEENAH FOUNDARY
3.
BRICK PAVERS - SEE DETAIL.
DRAINAGE AREAS, THE PARKING LOT SETBACK,
2. IF CONTAINER GROWN. REMOVE
CAST IRON TREE GRATE MODEL #
RIGHTS-OF-WAY, AND ADJACENT PROPERTY
CONTAINER FROM TREE
BEFORE PLANTING.
R -8738-A1.
DISTURBED DURING CONSTRUCTION.
AMEND SOIL PER NOTES.
3. TOP OF ROOT BALL TO BE Jr
2. IRRIGATION SYSTEM MUST BE 'PROTECTED' BY EITHER
PREPARED BEDDING SOIL BACKFILL (TYP)
'IL
A PRESSURE VACUUM BREAKER, A REDUCED
2. MATERIAL SHALL BE CAST IRON
5.
STREET TREE SOIL: CU -STRUCTURAL S
PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A
4. TOP OF ROOT BALL TO BE
ASTM A-48, CLASS 358 FINISH,
OTHER MATERIAL GREATER THAN 2" IN
DOUBLE-CHECK BACK FLOW DEVICE AND INSTALLED
I ECT
EXPOSED.
NOT PAINTED.
AS PER CITY ORDINANCE 2394.
TO APPROVAL BY THE ADMINISTRATOR.
HUMUS AND 20% SHARP SAND.
3. STREET TREES SHALL BE SELECTED FROM THE
4. DIG PLANTING HOLE WIDTH 12" LARGER
THAN ROOTBALL ON ALL SIDES.
FOLLOWING: LIVE OAK, CEDAR ELM, DRAKE ELM,
5. SCARIFY ROOT BALL
6. ROOT FLARE SHALL BE EXPOSED.
EASTERN RED CEDAR, SHUMARD OAK, OR BALD
BALL TO REST ON NATIVE SOIL
NATIVE SOIL
CYPRESS.
it
i
i
GROUNDCOVER PLANT MATERIAL, (TYP) EVENLY
DISTRIBUTE
DISTRIBUTE THE SPECIFIED QUANTITY OF
PLANTS WITHIN EACH DESIGNATED AREA.
---
...-
8' Water Line Manual Control Valve Water Meter
I
i
MAINTAIN EDGE AND SEPARATION SEPARATION
(See Plans) 1.5" Water Line
DISTANCES BETWEEN PLANT TYPES.
Double Check
Assembly
Valve AsseControl
3" MULCH LAYER. NO EEO
6" Curb Valve
TEXTILE WEED 'BARRIER FABRICC
PLANTING BEDS.
3" PVC Sleeve
Thru Wail
PREPARED BEDDING SOIL BACKFILL (TYP)
1. FULLY REMOVE NATIVE SOIL TO THE SIZE
OF CONTAINER.
bbler Nozzl M
2. FULLY REMOVE ALL CONSTRUCTION DEBRIS Irrigation
Jne
TRAM, ROCKS AND ANY OTHER MATERIAL
(See Pian
flew
GREATER THAN 2" IN DIAMETER.
3. INSTALL PREMIXED SOIL CONTAINING 50X for
Ize)
Water Meter Box
NATIVE SOIL, 25% HUMUS AND 25% SAND.
(48"x24" Old Castle #38
4. DIG PLANTING HOLE WIDTH 1.5X LARGER
Iron Lid Hinges)
THAN ROOT BALL ON ALL SIDES.
w/Cast and
5. SCARIFY ROOT BALL.
1" PVC Conduit
MAKE SURE THAT PLANT ROOT BALL IS FULLY
& 16 ga. Wire to Rain Sensor
PLANTED TO THE DEPTH OF THE CONTAINER IN
PREPARED PLANTING MIX.
DO NOT PLANT GROUNDCOVER IN MULCH LAYER-----
-
- - - - - - -
NATIVE SOIL
ROW
PRIVATE SHRUB PLANTING METER SOX AND CONTROLLER PEDESTAL LAYOUT
N.T.S N.T.S
2-"T'
POSTS
(TYP)
BARE SOIL
AREA (TYP)-
NO TURF HERE
NOTE:
2.
TREE GRATE - SEE DETAIL.1.
I "` '^CON ^""
BURLAPPED OR CONTAINER
GROWN
1. 60" X 60" NEENAH FOUNDARY
3.
BRICK PAVERS - SEE DETAIL.
TYPICAL TREE . IN SOD AREA, SEE
2. IF CONTAINER GROWN. REMOVE
CAST IRON TREE GRATE MODEL #
GUY WIRE THROUGH GARDEN HOSE (TYP)
CONTAINER FROM TREE
BEFORE PLANTING.
R -8738-A1.
4.
AMEND SOIL PER NOTES.
3. TOP OF ROOT BALL TO BE Jr
PREPARED BEDDING SOIL BACKFILL (TYP)
'IL
HIGHER THAN FINAL GRADE.
2. MATERIAL SHALL BE CAST IRON
5.
STREET TREE SOIL: CU -STRUCTURAL S
TM
4. TOP OF ROOT BALL TO BE
ASTM A-48, CLASS 358 FINISH,
OTHER MATERIAL GREATER THAN 2" IN
BY AMEREQ, INC., OR EQUIVALENT SUB
I ECT
EXPOSED.
NOT PAINTED.
TO APPROVAL BY THE ADMINISTRATOR.
HUMUS AND 20% SHARP SAND.
BOYETT STREET APARTMENTS'
W. C. BO VETT ESTATE PARTITION
LOT > 9, BLOCK 12
COLLEGE STA TION, TX
J
a
V)
O
TYPICAL TREE . IN SOD AREA, SEE
LANDSCAPE PLANS FOR LOCATIONS
GUY WIRE THROUGH GARDEN HOSE (TYP)
TOP OF ROOT BALL SHALL BE 3" HIGHER
THAN FINAL GRADE
BARE SOIL AREA (TYP)-NO TURF HERE
PREPARED BEDDING SOIL BACKFILL (TYP)
1. FULLY REMOVE NATIVE SOIL TO THE SIZE
OF CONTAINER.
2. FULLY REMOVE ALL CONSTRUCTION
DEBRIS, TRASH, ROCKS AND ANY
OTHER MATERIAL GREATER THAN 2" IN
DIAMETER.
3. INSTALL PREMIXED SOIL CONTAINING
40% SANDY LOAM TOPSOIL, 40% BLACK
HUMUS AND 20% SHARP SAND.
,\-ROOT
4. DIG PLANTING HOLE WIDTH 12" LARGER
THAN ROOTBALL ON ALL SIDES.
5. SCARIFY ROOT BALL
6. ROOT FLARE SHALL BE EXPOSED.
BALL TO REST ON NATIVE SOIL
NATIVE SOIL
TREE GRATE DETAIL TREE PLANTER DETAIL I PRIVATE TREE STAKING & PLANTING
N.T.S
N.T.S
N.T.S
LA ND PE PLA
SCALE
VERTICAL N/A
HORIZONTAL 1" - 10'
PLOTTING SCALE: 1:1
FILE NAME: 13-304
SHEET
.m-3'
11:W
I I
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