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M M 0. z0 00 COMMON AREA 0.960 AC 1 MOOD P141VACY _J7 17 l�17 9 1�� 51 111 - •• 2s 207F 2 1 1 fi -%T REM(?VE71 i TEMPORARY ITI 1 - Newly Planted Tre (ta remain) t CURB ' •• 4� Mu Ring i w F .►:. • • .. ft.) i - �. i: 1 81 t4 I BLDG. D EXISTING WIN MEDICAL OFFICE 7,420 sf 20/ !� _-4 - Newly Planted StreetempeTree r•�� (to remain) AM I � V . •. � ., fir..'{`. - --- - !�►l ,,��• 'ter+�:" 01 Landscape Plan Y Refi None Scate,l'=30' North Na:k€ Verify all dimensions before construction. N11TEi 1007. coverage of groundcover, decorative paving, decorative rock, or perennial grass is required In parking lot Istands, swates and drainage areas, the parking lot setback, rights-of-way, and adjacent property disturbed during construction, Steel fence post at 18' on center. 02 ErTtimctive Barricade e ne Not to Scale General Notes 41. Al Plant Material shall be pruned / shaped as per Landscape Architect after Installation to remove any broken or damaged branches and to give y uniformity of shape. 02. All Punt Material must. be approved by the Landscape Architect before ; Installation,Q 05. Verify all quantities beFore Installation. 04. Broken pieces of sod (smaller- than F square) are not acceptable. 05. Al Crape Myrtle Trees,'are to be pruned up to expose 4' clear trunk(s). Gra. Landscape Contractor Is responsible for clearing any dirt or mud from Public: roadway. Landscape Contractor Is also responsible for keeping the i site clean during constructlon and plant Installation, 07. Al proposed "New Canopy Trees° shall be contolneriaed. a` tab. An automatic Irrigation JoYstern will cover the entire landscaped areas. 0-9. Bedding Boll (flowerbeds)shall be prepared to a depth of 8 Inches and. consist of 405yo Sandy Loam Topsoil, GM Black Humus. ; 10. Al flowerbeds shall be trop dressed with a .3° layer of Black Humus or equal. 11. Install 3' diameter mulch i4ings (3" thick) around all trees (canopy and non -canopy) whlch appear In lawn areas. 12. All plant material Is to be guaranteed for 1 full year. 13. Erosion control Is required as needed and clean-up Is Included. 14. See Site Plan for topographic information, existing and proposed utilities, easements, adjacent land uses, existing development and roadways. =xt+. '',..:'ts's'..;sR .syP ,soc:I"e;Sr��: - .a:* .. ,ti:: - �rnrn4,: rL.•-s±r yCxY weA-F h) .....................it ROBERT S. RUTH !N •!N1l1.11.11.!l1N11 11 t 1434 z!_..o �- .9 Landscape I �•� m • ' . • • � #�e �aicLllat�ons (Phase ,2} 0 - 6 Required Landscaping POl NT CALCULATIONS SITE] 100,879 + 31,403 = 132,282 ! 000 x 30 = 3,969 Points 7� . • BU FERYARD S UTHEAST BUFFER tIO / 25 = 13 CANOPY TREES REQUIiZ£D �'���• 10 / 15 21 NON -•CANOPY TREES pR 310 f 3 z 104 5 GAL SHRUBS `�rO • N RTH fOREST SUBDIVISION BUFFER `615 / 25 = 0 CAN13PY TREES REQUIRED ' 15 / 15 41 NON-CAN13PY TREES QR 615 ! 3 =205 5 GAL SHRUBS ST EETSCAPE N TH EARL RUDDER FWY, 28' / 25 = 10 CANOPY TREES 128' / 50 x 300 = 1,368 PRINTS j N TH FOREST PKWY L3� 0' ! 32 = 3 CANOPY TREES 0'150x300= 420 POINTSLl TOT I AL POINTS REQUIREDL5,757 .3 T TAL CANOPY TREES POINTS REQU3RED 5,757 X 501 = 2,879 Proposed Landscaping (� 81 ,IFFERY,ARD (Na PC)iNT vALUE} \J i CL OUTHEAST BUFFER j CANOPY TREES = 13CA 45 GAL SHRUBS = 104 "� z L� TH FOREST SUBDIVISION BUFFER CANOPY TREES = 25 5 GAL SHRUBS - 907 Sim EETSCAPE The(owing Newty Planted Streets ape Trees are to Remain on Site tCiRTH EARL RUDDER FWY. ' f CANOPY TREES (2 1/2` Cal,) = 18 RTH FOREST PKWY ' CANOPY TREES (21/2' Cal.) = 4 N CANOPY TRIS (container] i 26 a 150 Points (2 1/2' Cal.) ss 3, pests N NON -CANOPY TREES (contains ) 480 1 ,W a 40 Points � JW Pc hft N SHRUBS (S gat. or larger) 242 a 10 Points a IIAN pabi N SHRUBS ('l gal.) LM U. �+.. { 77 @ 0 Pont -_ _- _11 _ �� 0 Pow - _ AL ROPMU i<aNMM --- k . _ 7 -OW PIs •� 4J. :x Plant L. { 1 SUFFER PLANTINGS 0 ! p� ti■w Kay eubTfty siat Comm lie Got"kat 110w) Plant Points Col+r nts �} Trees 38 2 11'2' Cat, Chinese Pistache (Plstachln chine is) No Point Value �'-0' Clear Trunk Min„ Container Shrtftj 10./12 Ht„ 2/31 Sp., Matched cu 811 5 Gat. Llgastrum (Ligustrun japonicum) No Point Value Zr',' Height Min„ Rooted, Full 4;mm .. j;. .g STREETSCAPE PLANTINGSin 1J3 MM L. WMl0 ntMwAY �. a►napy Tr"s WT t7 10 2 1/2' Cat. Bald Cypress (Taxodium distuchum IS0} (. 1,500 1 /iHt., 4151 Sp„ Matched � •-•• 6 , 4Q' Clear Trunk Min., Container # ` NMTH FU=r PARWAY WOW Trees 4 2 1/2' Cal. Bald Cypress (Taxodium dlstuchum� ISO 600. Uc /14° Ht., 4/51 Sp„ Matched /� � r t1 ...+ft,, 6'-0' Clear Trunk Min., Container '�,2% V � wafts a, l M 4J 00 1/2' Cat. Live flak (Quercus virglana) � 150 1,800 12!14' Ht., 4/5' S , Matched 4) 6'" 0' Clear Trunk Min., Container • ' 2 Cat 1 it Hon-Co►nopy Tres LL L . 18 as C40 Crape Myrtle (Lagerstroemia indlaa 'Watermelon Red') 40 720 61 8' HI„ 3/4' Sp., 3-5 Canes, Matched, Shrubs C3 Gal, or t �i Mlih Cane Dia = 1 1/2' <For a Single - Trunk) = -C ® 8 5 Gal, Ligustrum 0L19ustrun japonicum) `:' 1Q $Q 3 'Height Min., Rooted, Frit 4J - 25 5 Gal. Knock Out Rose (Rosa spp.)i0} IO 250 1 Height Mfn,, Rooted, Full � 14 5 Gat, DwF, Youpon Hotly fItexvomitoria1 II,) 10 140 14 Height Min., Rooted, Fut! z 0 195 15 Gal Indian H th N r 10 1,950. 61 r 43 N �. tl1 al X Its 0 P Ful c. �- .9 Landscape I �•� m • ' . • • � #�e �aicLllat�ons (Phase ,2} 0 - 6 Required Landscaping POl NT CALCULATIONS SITE] 100,879 + 31,403 = 132,282 ! 000 x 30 = 3,969 Points 7� . • BU FERYARD S UTHEAST BUFFER tIO / 25 = 13 CANOPY TREES REQUIiZ£D �'���• 10 / 15 21 NON -•CANOPY TREES pR 310 f 3 z 104 5 GAL SHRUBS `�rO • N RTH fOREST SUBDIVISION BUFFER `615 / 25 = 0 CAN13PY TREES REQUIRED ' 15 / 15 41 NON-CAN13PY TREES QR 615 ! 3 =205 5 GAL SHRUBS ST EETSCAPE N TH EARL RUDDER FWY, 28' / 25 = 10 CANOPY TREES 128' / 50 x 300 = 1,368 PRINTS j N TH FOREST PKWY L3� 0' ! 32 = 3 CANOPY TREES 0'150x300= 420 POINTSLl TOT I AL POINTS REQUIREDL5,757 .3 T TAL CANOPY TREES POINTS REQU3RED 5,757 X 501 = 2,879 Proposed Landscaping (� 81 ,IFFERY,ARD (Na PC)iNT vALUE} \J i CL OUTHEAST BUFFER j CANOPY TREES = 13CA 45 GAL SHRUBS = 104 "� z L� TH FOREST SUBDIVISION BUFFER CANOPY TREES = 25 5 GAL SHRUBS - 907 Sim EETSCAPE The(owing Newty Planted Streets ape Trees are to Remain on Site tCiRTH EARL RUDDER FWY. ' f CANOPY TREES (2 1/2` Cal,) = 18 RTH FOREST PKWY ' CANOPY TREES (21/2' Cal.) = 4 N CANOPY TRIS (container] i 26 a 150 Points (2 1/2' Cal.) ss 3, pests N NON -CANOPY TREES (contains ) 480 1 ,W a 40 Points � JW Pc hft N SHRUBS (S gat. or larger) 242 a 10 Points a IIAN pabi N SHRUBS ('l gal.) LM U. �+.. { 77 @ 0 Pont -_ _- _11 _ �� 0 Pow - _ AL ROPMU i<aNMM --- k . _ 7 -OW PIs •� 4J. :x Plant L. { 1 SUFFER PLANTINGS 0 ! p� ti■w Kay eubTfty siat Comm lie Got"kat 110w) Plant Points Col+r nts �} Trees 38 2 11'2' Cat, Chinese Pistache (Plstachln chine is) No Point Value �'-0' Clear Trunk Min„ Container Shrtftj 10./12 Ht„ 2/31 Sp., Matched cu 811 5 Gat. Llgastrum (Ligustrun japonicum) No Point Value Zr',' Height Min„ Rooted, Full 4;mm .. j;. .g STREETSCAPE PLANTINGSin 1J3 MM L. WMl0 ntMwAY �. a►napy Tr"s WT t7 10 2 1/2' Cat. Bald Cypress (Taxodium distuchum IS0} (. 1,500 1 /iHt., 4151 Sp„ Matched � •-•• 6 , 4Q' Clear Trunk Min., Container # ` NMTH FU=r PARWAY WOW Trees 4 2 1/2' Cal. Bald Cypress (Taxodium dlstuchum� ISO 600. Uc /14° Ht., 4/51 Sp„ Matched /� � r t1 ...+ft,, 6'-0' Clear Trunk Min., Container '�,2% V � wafts a, l M 4J 00 1/2' Cat. Live flak (Quercus virglana) � 150 1,800 12!14' Ht., 4/5' S , Matched 4) 6'" 0' Clear Trunk Min., Container • ' 2 Cat 1 it Hon-Co►nopy Tres LL L . 18 as C40 Crape Myrtle (Lagerstroemia indlaa 'Watermelon Red') 40 720 61 8' HI„ 3/4' Sp., 3-5 Canes, Matched, Shrubs C3 Gal, or t �i Mlih Cane Dia = 1 1/2' <For a Single - Trunk) = -C ® 8 5 Gal, Ligustrum 0L19ustrun japonicum) `:' 1Q $Q 3 'Height Min., Rooted, Frit 4J - 25 5 Gal. Knock Out Rose (Rosa spp.)i0} IO 250 1 Height Mfn,, Rooted, Full � 14 5 Gat, DwF, Youpon Hotly fItexvomitoria1 II,) 10 140 14 Height Min., Rooted, Fut! z 0 195 15 Gal Indian H th Date: 10-5-07 Revisions: 11-2-07 - BWL 11-19-07 - BWL i Sheet Number 1 , - /�MjM' �/ Sheet 0 .n 11 d . aw orn fRhapiectepsis Ingica Clara') 10 1,950. 61 Height Min., Rooted, Full Shrjbx a rola) 51 1 Gat. Asparagus Fern (Asparagus dengti;torus 'Sprehgeri') 0 0 P Ful a 313 1 Gat, Aslan Jasmine t'irachetospermurr astatkum> 0 Sod i Q Pot Futt, 3 - 12' Runners, Min, SII Veegfdy Log Bermuda 'TIFF 4191 (Cynodon spp.;'Tiff 4191) I 0 0 Wed Free, Whole Pieces t MrAL 7,040 S ..tid:r+t::je,eieet.+.�;r.- -x •^ xt�;.:, ��- ce.: �':.: • 7.`.rr:�ery.:r.G3�:z�aa:crt_-r mac. -"sr.._:_, k ,.r,..�.. ,.ma - . . r : ' +SS 4 .. •.:; . 4XM.S--.rYJ.v`>('n" �C:'i:ii-M. ' Tt<2ftha.ti: '•tSlTtit^ C:A.-�"• •w-3S.'W2itt'?.3�: Xi'E.. �.iiC4:Fidh24tkLiKF.Yr:1f'i�Ai+'A" I s�� rq yy j s . FOR P E ;+::a 6w. iF. i Ow Y V 6.i COMPLIANCE JAN 2 7 2OMS I NOV 9, 9 2007 DE d COLLEGE ` 1 ,fi �5e? sb..l�Nj s iG 9• :n�„Ga�.DEVELOPMENT a/,,Yib. Date: 10-5-07 Revisions: 11-2-07 - BWL 11-19-07 - BWL i Sheet Number 1 , - /�MjM' �/ Sheet 0 .n 11 d m � VICINITY MAP OWNER/DEVELOPER: SteNt ASSETS LLC P.O. BOX 9262 COLLEGE STATION, TX 77842 omv I oil vwwk I 1 7o!l I AND UTILITY IMPROVEMENT "s ES L OFFICE ,*T,ON-.d AW FIRM f NORTH FOREST SUBDIVISION COLLE JANUARY 2015 chultz I ngineering, LLC TBPE FIRM REGISTRATION NO. 12327 2730 LONGMIRE, SUITE A COLLEGE STATION, TEXAS 77845 979.764.3900 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DEVEN L. DOYEN, P.E., LICENSE NO. 109835 JANUARY 8, 2015 RELEASED FOR CONSTRUCTION SCHEDULE OF SHEETS SHEET TITLE 1 SITE PLAN 2 GRADING & EROSION CONTROL PLAN 3 DRAINAGE & UTILITY PLAN 4 LANDSCAPE PLAN FIGURE Sl STANDARD 3EWER DETAILS SHEET 1 OF 2 FIGURE S2 STANDARD 3EWER DETAILS SHEET 2 OF 2 FIGURE Wl STANDARD NATER DETAILS SHEET 1 OF 2 FIGURE W2 STANDARD WATER DETAILS SHEET 2 OF 2 DEVEN L DOM ................... ****Y'** 109835 A FIRM 12327 # SCHULTZ ENGINEERING, LLC 63=7 25' PUE t I LI (8727/167) - - - ME FIRE LA WIME RE RE RE: LAN UWF�00RE RE t ANF>tlwlFslu�1F'I1RE LAN LAN LAN�� Ita RE LAM EXISTiNG- UNDERGROUND XISIING EXISTING ELECTRIC ELECTRICAL GAS LINE -I _-.....�,-----.._.--------------._--. UNE' ._-._._ .-.._.- TRANSFORMER-------.--_..----.-._-�. 2 W PARKING SPAC ES EXISTING GAS, Rn eom ®ems ®a { EXISRA G FIRE W-6 W-6 W-6 W-6 UNE W-6 W-6 ` NS HYD NT NY1 3aL��3NVl 3a 3a Ntl1 3m�34S 13' WE - 1135.51'�Nn 3a 3a NYl NVl 3aL �3NVI NVI w 3al..1 r 8 N 9' PARKING SPACES WATER SERVICE i� UE -UE -UE -E UE U UE GAS GAS ---•------- GAS - G� GA 4 - 1 « HANDICAP SPACE LOCATION BIKE _ m -- - ------ - � RACK ---- - -- --- -- _.._. - i 1 - - - - _.:: - _-_�_-- EXISTING STiNG -_ GAS UNE - {S UNDERGROUND 9 1 259 ELECTRIC ( _1 _ �'------- --- ----- - - - Q- - UNE pIf .D i•®me P:mry®aL a i a F_ s. �.M I 1 v o- a n c ^^ ' STING 6' T ---� - ST SM ST -#- ST ST I WATERLINE 1 D ELECTRICAL `t. ` 6' SDEWALK115 PUE SERVICE 2-4 a ACCESSIBLE ROUTE COPIDUITS PER D 6' SIDEWALK ; '.. (8727/187) ,p CSU PLANS AND - t SPEOFiCA71ONS I h De a LIMITS OF r a • ° t 2,067 SF FUTURE �, � LEASE SPACE �ry� � � DISTURBANCE Lot 1E -R3 N 0.405 AC PROPOSED 1 STORY BUILDING I ULot IIE-R2 5,898 SF d I ZONED - DISTURBANCE E N 0.377 AC 22' MAX BUILDING HEIGHT OED AP FF = 259.75' 4PROPOSED MUCO VERDE, LLC. ° t 3831 SF OFFICE i EXISTING uNG ' N SPACE , T ELECTRIC UNE ° • •y ZONED A -P M&S RUDE FAMILY LIMITED PARTNERSHIP ° Lot 1E-Ri 0.590 AC ' d• p 77 El\ 1 . \D ' co \ 15' PUE (8727/167) s \ 4 \ \ \ \ \ \6 20 10 0 20 SCALE IN FEET UTILITY DEMAND WATER DEMAND PER BUILDING MINIMUM 0 GPM AVERAGE 9 GPM MAXIMUM (PEAK) 35 GPM 1" DOMESTIC WATER METER SANITARY SEWER DEMAND (0 90% OF WATER DEMAND) AVERAGE 8 GPM MAXIMUM (PEAK) 32 GPM 6" SANITARY SEWER LINE p ( STING D ECHANICAL _ I , \ \ MANHOLE E % EC�UIPMENT WITH WOOD --. ___ . -. _ _ D OR VINYL SCREENING 10 ly \O > \ 10' PUE b .,. ' 6 (8727/167) 10' PRIVATE ° . y�': \ DRAiNAGE (/ wM \ EASEMEN 7) PROSTSED ` EK - ._ SEINER �S -: - - - - _. ...._ ._ . ..._ ___ __ - .-- 101 7 ® ems ® � ���qow I - - - - - 10'% f / EXtSTiNG APPROXIMATE EXISTING 20' PUE SEWER \ 9♦S+ \ D �' \ PRIVATE NDERGROUND LOCATION of STORM (8727/167) SERVICE EXISTING , \ ELECTRIC SUDDENLINK DRAINAGE 1 LINE STORM PIPE EASEMENT IPIPE (10420/238) CONTACT EXISTiNG EXISTING I SUDOENUELECTRICAL SEWER LINEPRIOR TO TRANSFORMER \ \ I `\ / • 3 6. INSTALLATION ° ° \ ° ♦S ♦ \ \ ••D . 1 / ZONED A -P 0, LAIT TEXAS. LLC. ° f a Lot 1) \ 9N 0531 AC b ,' /� ♦s \` \� %• EXISTING FiRE ♦ ♦ ,0 f \ ♦ HYDRANT ♦ / \ / D . / \♦ D p i // \ \ \ \`tie• ,�` \ I ke PARKING ANALYSIS (JONES LAW ffM REQUIRED PARKING: 5,898 SF MEDICAL CLINIC I SPACE PER 200 SF 30 SPACES 30 SPACES REQUIRED TOTAL 1 HANDICAP SPACE REQUIRED 9' WIDTH, 18' LENGTH TYP. PROPOSED PARKING: 10 SPACES PARKING DEDICATED 19 SPACES FROM SHARED PARKING 1 SPACE HANDICAP PARKING DEDICATED 30 SPACES TOTAL SUMMARY PARKING ANALYSIS (NORTH FOREST PROFESSIONAL PARK) 213 SPACES REQUIRED 224 SPACES PROVIDED 9 HANDICAP SPACES REQUIRED 10 HANDICAP SPACES PROVIDED 11 SPACES FOR FUTURE -DEVELOPMENT'. Li --------.-----F-- ---- -I 25'BUILDING SETBACK J ----- - - - - - ------- I liiiiiiiii • � � . SUMMARY PARKING ANALYSIS (NORTH FOREST PROFESSIONAL PARK) 213 SPACES REQUIRED 224 SPACES PROVIDED 9 HANDICAP SPACES REQUIRED 10 HANDICAP SPACES PROVIDED 11 SPACES FOR FUTURE -DEVELOPMENT'. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY tiLc-hultzEngineering, DECEN L. DOYEN, , LICENSE NO. 109835 2730 Longmire, Suite A JANUARY 8, 2095 College station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-361 JANUARY 2015 10,0vl� �2 1'lq ...:... .... ............... DEVEN L DOYEN 7s 109835 •.• •-•-- 01 .Y.. 1 FIRM 123 7 ' SCHULTZ ENGINEERING, LLC h� REOUIRED h� +15 +2' ❑ +3, ❑ +4' hh �] NOT REOUIRED .c=MVr.0 12'x18' REFLECTIVE FINISH METAL SICK PARKING M lk__� 3" 12'x9' REFLECTIVE FINISH METAL SIGN 2x2 GALVANIZED STEEL TUBE COLUMN SET IN CONCRETE FOOTING. PROVIDE GALVANIZED STEEL CAP WELDED TO TOP OF TUBE PAINT TUBE AND CAP. 1 I 1 1 i 1 i I NOTES: J� 1. ALL CHARACTERS MUST BE 60" j MINIMUM ABOVE GRADE OR SIDEWALK. ADA SIGN DETAIL N.T.S LEGEND _ _._ _ -.- EXISTING CONTOUR 284 PROPOSED CONTOUR BOUNDARY PUBLIC UTILITY EASEMENT -- - PRIVATE ACCESS EASEMENT .^----�" - -�-----�- LOT UNE FiRE LANE ST - ST EXISTING STORM SEWER PIPE ST ST PROPOSED STORM SEWER PiPE W EXISTING WATER LINE W-8 PROPOSED WATER UNE S-8 EXISTING SANITARY SEWER LINE S-8 PROPOSED SANITARY SEWER UNE PROPOSED 6' DUMPSTER SCREEN FENCE PROPOSED BUFFER WALL GHS GAS PIPELINE EXISTING WOOD FENCE -- - PROPOSED IRRIGATION SLEEVES UE EXISTING UNDERGROUND ELECTRICAL VEHICLE LAY OF HOSE FIRE HYDRANT GATE VALVES ME PROPOSED BIKE RACK PROPOSED SIDEWALK RAMP PROPOSED AREA INLET .: f; ,L•: ``. -`- PROPOSED SIDEWALK SILT FENCE CONSTRUCTION EXIT >< EXISTING LANDSCAPING »rRf� nRnril� R IM DISTURBED AREA UMTTS .R®10ESSIBI_E RA:LITE,. - k� L) yf it tt'fi.` ft JAN I GYry I JAN 2 .20X,'_D_ h f. a�"E1 ��";p.F 4 ;' ""I VICINITY MAP JONES LAW FIRM OFFICE NORTH FOREST SUBDIVISION LOT IE -R2. BLOCK I - COLLEGE STATION, TX SITE PLAN SITE SPECIFIC NOTES, 1. THE OWNER OF THE PROPERTY IS SteNt ASSETS LLC . THE SUBJECT PROPERTY IS LOT 1E -R2 BLOCK 1 OF THE NORTH FOREST SUBDIVISION, PROPERTY IS ZONED A -P. 2. THE DISTURBED AREA FOR THIS PROJECT IS 0.426 ACRES (18557 SF). 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE & UTILITY PLAN. 4. LANDSCAPING AND IRRIGATION DESIGN ARE EXISTING. SEE THE ATTACHED LETTER AND LANDSCAPE PLAN FOR NORTH FOREST PROFESSIONAL PARK PHASE 11 (PROJECT NO. 7-500257), THE DR. RUDE SITE PLAN IMPROVEMENTS INCLUDED REMOVAL OF 6 NON -CANOPY TREES FOR A TOTAL OF 240 POINTS REMOVED. THE TOTAL LANDSCAPE POINTS REMAINING ARE 6,800 TOTAL POINTS WHICH IS GREATER THAN THE 5,757 REQUIRED FOR PHASE 2. ALL OTHER EXISTING LANDSCAPING SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. NO LANDSCAPING IS PROPOSED FOR PERMITTING, HOWEVER LANDSCAPING MAY BE PROVIDED ON SITE. 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 6. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE V -B OF 5,898 SF IS 2,000 GALLONS PER MINUTE. TWO HYDRANTS ARE REQUIRED. THE EXISTING HYDRANTS WILL BE UTILIZED. 7. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 8. ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS MAP NUMBER 48041 CO310-F EFFECTIVE APRIL 2, 2014. THE PROPERTY IS NOT LOCATED IN THE 100 YEAR FLOOD HAZARD AREA. S. PUBLIC WATER AND SANITARY SEWER IMPROVEMENTS ARE EXISTING. 10. ALL SiTE WORK iS TO BE DONE IN CONFORMANCE WITH THE BRYAN j COLLEGE STATION 2012 STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR STREETS & DRAINAGE. 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LiGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. 12. ALL PARKING SPACES ARE 9' WIDE BY 18' DEEP WiTH 2' OVERHANG UNLESS NOTED OTHERWISE. 13. THE DUMPSTER AND ENCLOSURE ARE EXISTING. 14. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. 15. FOR THE PURPOSES OF SIGNAGE AND NRA STANDARDS, THIS SUBDIVISION SHALL BE CONSIDERED ONE BUILDING PLOT. 16. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR BV PLASTIC SURGERY. CSU ELCTRICAL CONTACT: SAM WEIDO ELECTRIC PROJECT COORDINATOR CITY OF COLLEGE STATION UTILITIES 979-764-6314 17, A KNOX BOX WILL BE REQUIRED ON THE BUILDING PER FIRE MARSHAL'S REQUIREMENTS AND SPECIFICATIONS. GENERAL NOES: 1. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 2. PAVEMENT DEPTHS: ARE EXISTING AND ARE 6" CONCRETE PAVEMENT IN FIRE LANES AND TRASH DUMPSTER AREA, AND 5" IN ALL OTHER LOCATIONS, 3. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. 4. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 1-800-DIG-TESS. 5. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 6. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE 'WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 7. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 8. THIS PROJECT IS LOCATED WITHIN THE NORTH FOREST PROFESSIONAL PARK BUILDING PLOT, EACH BUILDING WILL BE REQUIRED TO MEET THE ADDITIONAL STANDARDS FOR 20,000 SF PLOTS OR GREATER (UDO SECTION 7.9D) THE TOTAL BUILDING AREA FOR NORTH FOREST PROFESSIONAL PARK IS 43,264 SF FOR THE 4 EXISTING BUILDINGS AND THIS PROPOSED BUILDING, SITE PLAN JONES LAW FIRM OFFICE NORTH FOREST SUBDIVISION BLOCK 1 LOT 1E -R2 0.377 ACRES (10420/238) MORGAN RECTOR LEAGUE, A-46 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' JANUARY 2015 )WNER/DEVE LOPER: APPLICANT/ENGINEER: teNt ASSETS LLC SCHULTZ ENGINEERING, LLC. 0. BOX 9262 TBPE Firm Reg. No. 12327 OLLEGE STATION, TX 77842 2730 Longmire Drive, Suite A College Station, Texas 77845 P.O. Box 11995 >URVEYOR; College Stotton, Texas 77842 rad Kerr, RPLS No. 4502 (879) 764-3900 err Surveying, LLC 09 N. Texas Ave. ryan. Texas 77803 SCALE VERTICAL N/A HORIZONTAL 1"=201 PLOTTING SCALE: 1:1 FILE NAME: 14-361 SHEET Cl Li --------.-----F-- ---- -I 25'BUILDING SETBACK J ----- - - - - - ------- I 7,5' BUILDING 7.8' SETBACK BUILDING SETBACK i / - - - - ---- -----\ �. 15' BBUILDISETBACK - \ 1 / ' BUILDING SETBACK INSET THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY tiLc-hultzEngineering, DECEN L. DOYEN, , LICENSE NO. 109835 2730 Longmire, Suite A JANUARY 8, 2095 College station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-361 JANUARY 2015 10,0vl� �2 1'lq ...:... .... ............... DEVEN L DOYEN 7s 109835 •.• •-•-- 01 .Y.. 1 FIRM 123 7 ' SCHULTZ ENGINEERING, LLC h� REOUIRED h� +15 +2' ❑ +3, ❑ +4' hh �] NOT REOUIRED .c=MVr.0 12'x18' REFLECTIVE FINISH METAL SICK PARKING M lk__� 3" 12'x9' REFLECTIVE FINISH METAL SIGN 2x2 GALVANIZED STEEL TUBE COLUMN SET IN CONCRETE FOOTING. PROVIDE GALVANIZED STEEL CAP WELDED TO TOP OF TUBE PAINT TUBE AND CAP. 1 I 1 1 i 1 i I NOTES: J� 1. ALL CHARACTERS MUST BE 60" j MINIMUM ABOVE GRADE OR SIDEWALK. ADA SIGN DETAIL N.T.S LEGEND _ _._ _ -.- EXISTING CONTOUR 284 PROPOSED CONTOUR BOUNDARY PUBLIC UTILITY EASEMENT -- - PRIVATE ACCESS EASEMENT .^----�" - -�-----�- LOT UNE FiRE LANE ST - ST EXISTING STORM SEWER PIPE ST ST PROPOSED STORM SEWER PiPE W EXISTING WATER LINE W-8 PROPOSED WATER UNE S-8 EXISTING SANITARY SEWER LINE S-8 PROPOSED SANITARY SEWER UNE PROPOSED 6' DUMPSTER SCREEN FENCE PROPOSED BUFFER WALL GHS GAS PIPELINE EXISTING WOOD FENCE -- - PROPOSED IRRIGATION SLEEVES UE EXISTING UNDERGROUND ELECTRICAL VEHICLE LAY OF HOSE FIRE HYDRANT GATE VALVES ME PROPOSED BIKE RACK PROPOSED SIDEWALK RAMP PROPOSED AREA INLET .: f; ,L•: ``. -`- PROPOSED SIDEWALK SILT FENCE CONSTRUCTION EXIT >< EXISTING LANDSCAPING »rRf� nRnril� R IM DISTURBED AREA UMTTS .R®10ESSIBI_E RA:LITE,. - k� L) yf it tt'fi.` ft JAN I GYry I JAN 2 .20X,'_D_ h f. a�"E1 ��";p.F 4 ;' ""I VICINITY MAP JONES LAW FIRM OFFICE NORTH FOREST SUBDIVISION LOT IE -R2. BLOCK I - COLLEGE STATION, TX SITE PLAN SITE SPECIFIC NOTES, 1. THE OWNER OF THE PROPERTY IS SteNt ASSETS LLC . THE SUBJECT PROPERTY IS LOT 1E -R2 BLOCK 1 OF THE NORTH FOREST SUBDIVISION, PROPERTY IS ZONED A -P. 2. THE DISTURBED AREA FOR THIS PROJECT IS 0.426 ACRES (18557 SF). 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE & UTILITY PLAN. 4. LANDSCAPING AND IRRIGATION DESIGN ARE EXISTING. SEE THE ATTACHED LETTER AND LANDSCAPE PLAN FOR NORTH FOREST PROFESSIONAL PARK PHASE 11 (PROJECT NO. 7-500257), THE DR. RUDE SITE PLAN IMPROVEMENTS INCLUDED REMOVAL OF 6 NON -CANOPY TREES FOR A TOTAL OF 240 POINTS REMOVED. THE TOTAL LANDSCAPE POINTS REMAINING ARE 6,800 TOTAL POINTS WHICH IS GREATER THAN THE 5,757 REQUIRED FOR PHASE 2. ALL OTHER EXISTING LANDSCAPING SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. NO LANDSCAPING IS PROPOSED FOR PERMITTING, HOWEVER LANDSCAPING MAY BE PROVIDED ON SITE. 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 6. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE V -B OF 5,898 SF IS 2,000 GALLONS PER MINUTE. TWO HYDRANTS ARE REQUIRED. THE EXISTING HYDRANTS WILL BE UTILIZED. 7. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 8. ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS MAP NUMBER 48041 CO310-F EFFECTIVE APRIL 2, 2014. THE PROPERTY IS NOT LOCATED IN THE 100 YEAR FLOOD HAZARD AREA. S. PUBLIC WATER AND SANITARY SEWER IMPROVEMENTS ARE EXISTING. 10. ALL SiTE WORK iS TO BE DONE IN CONFORMANCE WITH THE BRYAN j COLLEGE STATION 2012 STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR STREETS & DRAINAGE. 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LiGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. 12. ALL PARKING SPACES ARE 9' WIDE BY 18' DEEP WiTH 2' OVERHANG UNLESS NOTED OTHERWISE. 13. THE DUMPSTER AND ENCLOSURE ARE EXISTING. 14. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. 15. FOR THE PURPOSES OF SIGNAGE AND NRA STANDARDS, THIS SUBDIVISION SHALL BE CONSIDERED ONE BUILDING PLOT. 16. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR BV PLASTIC SURGERY. CSU ELCTRICAL CONTACT: SAM WEIDO ELECTRIC PROJECT COORDINATOR CITY OF COLLEGE STATION UTILITIES 979-764-6314 17, A KNOX BOX WILL BE REQUIRED ON THE BUILDING PER FIRE MARSHAL'S REQUIREMENTS AND SPECIFICATIONS. GENERAL NOES: 1. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 2. PAVEMENT DEPTHS: ARE EXISTING AND ARE 6" CONCRETE PAVEMENT IN FIRE LANES AND TRASH DUMPSTER AREA, AND 5" IN ALL OTHER LOCATIONS, 3. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. 4. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 1-800-DIG-TESS. 5. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 6. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE 'WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 7. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 8. THIS PROJECT IS LOCATED WITHIN THE NORTH FOREST PROFESSIONAL PARK BUILDING PLOT, EACH BUILDING WILL BE REQUIRED TO MEET THE ADDITIONAL STANDARDS FOR 20,000 SF PLOTS OR GREATER (UDO SECTION 7.9D) THE TOTAL BUILDING AREA FOR NORTH FOREST PROFESSIONAL PARK IS 43,264 SF FOR THE 4 EXISTING BUILDINGS AND THIS PROPOSED BUILDING, SITE PLAN JONES LAW FIRM OFFICE NORTH FOREST SUBDIVISION BLOCK 1 LOT 1E -R2 0.377 ACRES (10420/238) MORGAN RECTOR LEAGUE, A-46 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' JANUARY 2015 )WNER/DEVE LOPER: APPLICANT/ENGINEER: teNt ASSETS LLC SCHULTZ ENGINEERING, LLC. 0. BOX 9262 TBPE Firm Reg. No. 12327 OLLEGE STATION, TX 77842 2730 Longmire Drive, Suite A College Station, Texas 77845 P.O. Box 11995 >URVEYOR; College Stotton, Texas 77842 rad Kerr, RPLS No. 4502 (879) 764-3900 err Surveying, LLC 09 N. Texas Ave. ryan. Texas 77803 SCALE VERTICAL N/A HORIZONTAL 1"=201 PLOTTING SCALE: 1:1 FILE NAME: 14-361 SHEET Cl --------.--.r......._e.--._._... --- -------....__....._----------.._------I-----------------_---------- _ ---�-----__-_. -- _� ____rrlr■r�■_e___r f ___a■r__r_____�r_��r____rr__ f f W-6 W-6 W-6 W-6 W-6 W-fi W-6 W-6 W -6-------W-6 W-6 W-6 W-6 W"6 W-6 f � f 258.00 TP I 259.18 TC f 258 42 1P 258.21 TP 258 fl4 TP 258.$0 TC 259.20 TC 258.65 TP 258.58 TP 259.0? TC 258,08 TC 258. 4 259.30 TC 259.19_ TC - 258.67 T .� 25s.i3 TC UE UE E UE UE UE U UE--UE--UE UE UE UE U A5 GAS AS AS E 5 E GAS GAS AS GAS GAS GAS --= GAS GA AS GA GAS f -------------------------- -- -= n__, _ _ ---- - _L- $ 0 1© SCALE IN FEET � f STEEL REINFORCING BARS * ONCRETE PAVEMENT d • d _ '��' ;4T'•� -*rte ���.?-T+.<'3"- �v- * :.'�. '�4 fin w�1 co U,� ,898 SF N Lot 1E -R2 22' MAxSBUiLDING HEIGHT 59.4D Tw W cr fE 0377 AC FF = 259,75' 2sa32 Tw �_ � 25$.85 FL• W 15' PUE FF = 261.20' 111 I _ (8721/167) t 3832 SF OFFICE (. ISPACE z5s 8o FL f Lai 1E -RI O 590 AC 259.65 TW 258A0 259.84 TIN ¢ � �` 259.58_ f D 1 2s9.ss Tw f - T- 1> f- �\ 259.69 TW �. 41f 259.55 TW259.73 TW t 16' _- : f -" 259.58 TW \ \ • 259.00 G fAw f FLf- _.. 259.73 iWW cn ¢ f 258.50 PG 259.50 TIN f Ld 59.30 TW ac's s� F \ 4 rairrrr009090 259.73 o \ ` .•: 259.55 TW __ '8OPG °�- a- a-.- a- o--- f- a- s- e- a - a- a-- a-- a- a- a- a- r--- a- a- a--- a e. 258.?5 PG _ - - 2 5 - 258. 5 PG - 9=,S - .r 5. - - _ -9�,5 - J 9-S !_.._ - _ - - - - 9- ---- -- --- ---- - r w �\ - 258.75 PG 258.75 PG 258.75 PG „ _ \ �- 4' THICK (MINREINFCRCED CONC S28 EXPANSION JOINT (3000REPS , -DAY STRENGTH) 259 CURB & GUTTER I" I i i 1259.35 BC . t � i • � 12" _. Q (AS NECESSARY) #3 DOWELS @ 24" SPACING ON CENTER WHERE SIDEWALK ABUTS CURB 12 -*') #3 0 12' O.C.E.W. COMPACTED SUBGRADE %4 OTS` O.C.E W. CONCRETE SIDEWALK CROSS SECTION NTS 77 --•-----•----"--� _ -- ----- lie 259.55 TC 259.40 TW 259.35 TC � 259.10 TC !� � , �' 258.90 TC f � 258.85 TW t 4 d 259.60 TC 259.58 TC 259.52 TW 7W I 259.43 TW p 6 1W 1: 1> 1> D 259.00 TW f Q 258.95 TIN f INSET A THIS SHEET mg 1! 258.88 1W .259.60 58.48 TW � 259.4{7 ( f 258 50 TI 259.63 TW -� 258.88 1W Q 258.98 259.40 i1Y 2 .30 n 25 259.18 TW 258.30 n 258.30 n f 25k 39 FL ST 258.60 T1 T� ST ST ST 25464 FL v ST ST ST ST -. ST � 75 PG ST 255.02 FIL ST ST - ST � 255.20 FL S T 255.36 FIL f f ' P 259.73 TW 258.50 PG f I` 9.73 . 259.88 TW � a _ _rin■�r■�_rI____ r _rj w Lnb H- 59.65 TW u�i a 259.73 TW 259.73 TW 259.73 Tw 258.60 FL • f Lil 258.70 PG 259.73 TIN cn I f 2067 SF FUTURE w N= LEASE SPACE N f 2 N PROPOSED 1 STORY BUILDING w fin w�1 co U,� ,898 SF N Lot 1E -R2 22' MAxSBUiLDING HEIGHT 59.4D Tw W cr fE 0377 AC FF = 259,75' 2sa32 Tw �_ � 25$.85 FL• W 15' PUE FF = 261.20' 111 I _ (8721/167) t 3832 SF OFFICE (. ISPACE z5s 8o FL f Lai 1E -RI O 590 AC 259.65 TW 258A0 259.84 TIN ¢ � �` 259.58_ f D 1 2s9.ss Tw f - T- 1> f- �\ 259.69 TW �. 41f 259.55 TW259.73 TW t 16' _- : f -" 259.58 TW \ \ • 259.00 G fAw f FLf- _.. 259.73 iWW cn ¢ f 258.50 PG 259.50 TIN f Ld 59.30 TW ac's s� F \ 4 rairrrr009090 259.73 o \ ` .•: 259.55 TW __ '8OPG °�- a- a-.- a- o--- f- a- s- e- a - a- a-- a-- a- a- a- a- r--- a- a- a--- a e. 258.?5 PG _ - - 2 5 - 258. 5 PG - 9=,S - .r 5. - - _ -9�,5 - J 9-S !_.._ - _ - - - - 9- ---- -- --- ---- - r w �\ - 258.75 PG 258.75 PG 258.75 PG „ _ \ �- SIDEWALK NOTE• 1. SIDEWALK JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL 2. SIDEWALK EXPANSION JOINTS SHALL BE SPACED AT 60' MAXIMUM INTERNALS. 3. SIDEWALK CONTRACTION JOINTS SHALL BE SPACED AT A MAXIMUM INTERVAL EQUAL TO THE SIDEWALKS WIDTH. 4. SIDEWALK REINFORCEMENT TO BE #4 BARS 0 18' O.C.E.W. OR #3 BARS O 12" O.C.E.W. � = Lop • � � FF = 259.00' ~ i d 0.0' CURB HEIGHT VARIABLE CURB HEIGHT ErECTABLE WARNING PAVERS Qa00000 WITH TRUNCATED DOME SURFACE 00 SIDEWALKa0o0o000 0- -0° LANDING 000000000 040o0o0Q00000, g 0 q q 6 0 0.0' CURB HEIGHT 6' (MAX) OS' CURB HEIGHT TYPICAL RAMP D-EIAIL AT PARKING AREAS N.T.S NOTE: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY b(tultz Engineering, DEEN L. DOYEN, P.E., LICENSE N0. 109835 2730 Langmlre, Suite A JANUARY 8, 2015 College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 TBPE N0.22327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-361 JANUARY 2015 #4 BARS QI = 3/4a x 18" SMOOTH EXPANSION DOWELS TYPICAL CURB DETAIL N.T.S. ENOL 1 MNl4 10983 FIRM # 12327,otr SCHULTZ ENGINEERING, LLC \--6" LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN (28 DAY STRENGTH = 3500 PSI) * 5" PAVEMENT - USE #4 REBAR 0 18" O.C.E.W. * 6" PAVEMENT - USE #4 REBAR 0 18" O.C.E.W. TYPICAL CONCRETE PAI/ENG SECTION N.T.S. mm FURNISH OMWATBS WARM PAVER UNM MEETING ALL REWTTS OF ASN 6-938. 0-33. LAY PI A IND BY THIO t)IGT BAJKET HEAVE PATTERN OR AS DIREC= LAY FULL --SIZE UNfM FIRST FOLLOWED BY CLOSURE UMTS CQNST3ITNG OF AT LEAST 25 PERWff OF A FULL Lei: CUT DETECTAKE WARNIN PAVER UNITS USWG A POWER SANL 2r -f 4rP 0000 ��` 4' No.3 FMAR J AT W-1 ON-1:�] TR SECTION A -A DETECTABLE WARNING PAVERS_ N.T.S HANDICAP RAMP SLOPES SHALL NOT EXCEED i V:12H. . THE T01 POGRAPHY SHOWN IS FROM FIELD SURVEY DATA. ii 3. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE ENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK. 4. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS ANb STRUCTtJRE3. THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOUIfD BE USED FOR CONSTRUCTION OF THE SITE WORK. 5. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED ARE/ ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHAT RECERi 6" SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCI 6. SELECT FILL TO BE PLACED UNDER THE BUILDING SLAB SHALL BE IN ACCORDANCE WITH THE G' OTECHNICAL ENGINEERING STUDY. 7. BACKFILLING OF THE PERIMETER GRADE BEAM OF THE BUILDING AND AND FILL MATERIAL PLACE RENT AROUND THE EXTERIOR OF THE BUILDING SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING STUDY. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3500 PSI. THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. ! REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) i. IF SUBGRADE PI IS GREATER THAN 21 FOR THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE !!ME STABILIZED TO A M{NIMUM DEPTH OF 6" AT A RATE OF APPROXIMATELY 6% OF THE DRY WEIGHT OF THE SOIL. THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WITH A MINIMUM PH OF 12.4, AND WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT), STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS, AND BRIDGES, ITEM 260. THE LIME STABILIZED SOIL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE TO 47. ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 264, "LIME AND LIME SLURRY". THE LIME STABILIZED SUBGRADE SHOULD EXTEND A MINIMUM OF 12" OUTSIDE THE PAVEMENT. k THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING" SHALL BE REMOVED AND REPLACED. i. JOINT SEALANT MATERIAL TO BE SONNEBORN SL -1 OR APPROVED EQUAL. i. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 526. �. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL LENGTH OF THE RAMP WITHIN THE PROJECT SITE. RAMPS ON THE PUBLIC SIDEWALK TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL AND STATE ADA REQUIREMENTS. 1. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 27a FOR SIDEWALKS AND PAVEMENT. I. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS, ETC. 0. PARKING LOT STRIPING MATERIALS AND CONSTRUCTION SHALL CONFORM TO TxDOT STANDARD SPECIFICATION ITEM 666, TYPE 2 MARKING MATERIALS (TRAFFIC PAINT) _M.Mrr_'r__•r__'__rr SAW CUT do TIE INTO TIE INTO REMOVE 25 LF OF 5" PAVEMENT EXISTING I SAW CUT & EXISTING 'nEINTOCURB�CRETE CURB %- CURB I 1 CONCRETECURBCURB %•5 PAVEMENT EXISTING // /CU [1 Q UE UE U E . GAS GA AS GA GAS ----' r L 1> G 14 ST---�--- ST ST ST ST ST ST ST -- ST r_ r _m_il'>r rrm INSET A JONES LAW FIRM OFFICE NORTH FOREST SUBDIVISION LOT IE -R2, BLOCK I - COLLEOE STATION, TX GRADING & PAVE PLAN f .. -- ST ST ST ST ST qT NT SCALE VERTICAL N/A HORIZONTAL PLOTTING SCALE: 1; FILE NAME: 14-361 SHEET 4' THICK (MINREINFCRCED CONC S28 EXPANSION JOINT (3000REPS , -DAY STRENGTH) 2x MAX CURB & GUTTER ., . . t � i • � 12" - 2' SAND CUSHION (AS NECESSARY) #3 DOWELS @ 24" SPACING ON CENTER WHERE SIDEWALK ABUTS CURB 12 -*') #3 0 12' O.C.E.W. COMPACTED SUBGRADE %4 OTS` O.C.E W. CONCRETE SIDEWALK CROSS SECTION NTS SIDEWALK NOTE• 1. SIDEWALK JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL 2. SIDEWALK EXPANSION JOINTS SHALL BE SPACED AT 60' MAXIMUM INTERNALS. 3. SIDEWALK CONTRACTION JOINTS SHALL BE SPACED AT A MAXIMUM INTERVAL EQUAL TO THE SIDEWALKS WIDTH. 4. SIDEWALK REINFORCEMENT TO BE #4 BARS 0 18' O.C.E.W. OR #3 BARS O 12" O.C.E.W. � = Lop • � � FF = 259.00' ~ i d 0.0' CURB HEIGHT VARIABLE CURB HEIGHT ErECTABLE WARNING PAVERS Qa00000 WITH TRUNCATED DOME SURFACE 00 SIDEWALKa0o0o000 0- -0° LANDING 000000000 040o0o0Q00000, g 0 q q 6 0 0.0' CURB HEIGHT 6' (MAX) OS' CURB HEIGHT TYPICAL RAMP D-EIAIL AT PARKING AREAS N.T.S NOTE: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY b(tultz Engineering, DEEN L. DOYEN, P.E., LICENSE N0. 109835 2730 Langmlre, Suite A JANUARY 8, 2015 College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 TBPE N0.22327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-361 JANUARY 2015 #4 BARS QI = 3/4a x 18" SMOOTH EXPANSION DOWELS TYPICAL CURB DETAIL N.T.S. ENOL 1 MNl4 10983 FIRM # 12327,otr SCHULTZ ENGINEERING, LLC \--6" LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN (28 DAY STRENGTH = 3500 PSI) * 5" PAVEMENT - USE #4 REBAR 0 18" O.C.E.W. * 6" PAVEMENT - USE #4 REBAR 0 18" O.C.E.W. TYPICAL CONCRETE PAI/ENG SECTION N.T.S. mm FURNISH OMWATBS WARM PAVER UNM MEETING ALL REWTTS OF ASN 6-938. 0-33. LAY PI A IND BY THIO t)IGT BAJKET HEAVE PATTERN OR AS DIREC= LAY FULL --SIZE UNfM FIRST FOLLOWED BY CLOSURE UMTS CQNST3ITNG OF AT LEAST 25 PERWff OF A FULL Lei: CUT DETECTAKE WARNIN PAVER UNITS USWG A POWER SANL 2r -f 4rP 0000 ��` 4' No.3 FMAR J AT W-1 ON-1:�] TR SECTION A -A DETECTABLE WARNING PAVERS_ N.T.S HANDICAP RAMP SLOPES SHALL NOT EXCEED i V:12H. . THE T01 POGRAPHY SHOWN IS FROM FIELD SURVEY DATA. ii 3. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE ENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK. 4. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS ANb STRUCTtJRE3. THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOUIfD BE USED FOR CONSTRUCTION OF THE SITE WORK. 5. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED ARE/ ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHAT RECERi 6" SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCI 6. SELECT FILL TO BE PLACED UNDER THE BUILDING SLAB SHALL BE IN ACCORDANCE WITH THE G' OTECHNICAL ENGINEERING STUDY. 7. BACKFILLING OF THE PERIMETER GRADE BEAM OF THE BUILDING AND AND FILL MATERIAL PLACE RENT AROUND THE EXTERIOR OF THE BUILDING SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING STUDY. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3500 PSI. THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. ! REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) i. IF SUBGRADE PI IS GREATER THAN 21 FOR THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE !!ME STABILIZED TO A M{NIMUM DEPTH OF 6" AT A RATE OF APPROXIMATELY 6% OF THE DRY WEIGHT OF THE SOIL. THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WITH A MINIMUM PH OF 12.4, AND WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT), STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS, AND BRIDGES, ITEM 260. THE LIME STABILIZED SOIL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE TO 47. ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 264, "LIME AND LIME SLURRY". THE LIME STABILIZED SUBGRADE SHOULD EXTEND A MINIMUM OF 12" OUTSIDE THE PAVEMENT. k THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING" SHALL BE REMOVED AND REPLACED. i. JOINT SEALANT MATERIAL TO BE SONNEBORN SL -1 OR APPROVED EQUAL. i. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 526. �. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL LENGTH OF THE RAMP WITHIN THE PROJECT SITE. RAMPS ON THE PUBLIC SIDEWALK TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL AND STATE ADA REQUIREMENTS. 1. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 27a FOR SIDEWALKS AND PAVEMENT. I. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS, ETC. 0. PARKING LOT STRIPING MATERIALS AND CONSTRUCTION SHALL CONFORM TO TxDOT STANDARD SPECIFICATION ITEM 666, TYPE 2 MARKING MATERIALS (TRAFFIC PAINT) _M.Mrr_'r__•r__'__rr SAW CUT do TIE INTO TIE INTO REMOVE 25 LF OF 5" PAVEMENT EXISTING I SAW CUT & EXISTING 'nEINTOCURB�CRETE CURB %- CURB I 1 CONCRETECURBCURB %•5 PAVEMENT EXISTING // /CU [1 Q UE UE U E . GAS GA AS GA GAS ----' r L 1> G 14 ST---�--- ST ST ST ST ST ST ST -- ST r_ r _m_il'>r rrm INSET A JONES LAW FIRM OFFICE NORTH FOREST SUBDIVISION LOT IE -R2, BLOCK I - COLLEOE STATION, TX GRADING & PAVE PLAN f .. -- ST ST ST ST ST qT NT SCALE VERTICAL N/A HORIZONTAL PLOTTING SCALE: 1; FILE NAME: 14-361 SHEET 25' PUE (8727/167) •----_.._---------- __-_.---.-----------------------.----_.._---.-_....---- --.------ - I EXISTING 6" EXISTING 6" WATERLINE I WATERLINE I W-6 W-6 VV -6 W-6 W-6 W-6 W-6 W-6 I -----W-6 -6 W-6 W-6 W-6 W-6 -W 6 I EXISTING EXISTING � I UNDERGROUND TRANSFORMER I } ELECTRIC LINE UE -UE-UE- UE UE UE U ---.-UE UE ~UE UE--UE-UE-UE GA GAS SAS GAS GAS A5 �S E GAS GAS AS GAS GAS GAS GAS GA AS I EXISTING FIRE HYDRANT - -- -- - -IiI)l�jl�'-t -(-' IIhs11--- _ -l-- DOM TIC &__------------- EXISTING IRRIGTION M ETER GAS LIN - . - SILTi FENCE -_ p UD t2" HDPE PIPE b v D PIPE 102 f INLET 102 ( L INLET 101 INLET 105 33.3 LF 0 O.7 A INLET 104 PIPE 103 G t2" HDPE PIPE 12 AREA DRAIN 12" AREA DRAIN 12" AREA DRAIN /2' AREA DRAIN t2' HDPE PIPE '" 24 1 m 0.757; 259 RIM -258.30 RIM = 258.30 W/ 15' X 12" REDUCER RIM = 258.60 50.7 LF O 0 7 7; RIM - 258.50 ST T T S7 ST -- ST ST ST ST ST ST ST - ST ST ST ST ST �T p I _g EXISTING PIPE 101 GAS D 12' HDPE PIPELINE 21.1 LF 0 0.752 I W 259 I INLET 103 I _ Q PROPOSED 12 AREA DRAIN I 15 PUE {$727/16?) t; UNDERGROUND ,Y. - ,_ RIM =26830 ELECTRIC LINE } 3 I 1 Lot 1E --H1 0.5®0 AC `i METAL T -POST OR WOODEN STAKE AS REQUIRED TO MAINTAIN. SPACED 6' APART 10 5 0 10 SCALE IN FEET a t4ev t JAN 2 12015 & i '2"X4" WIRE MESH (OPTIONAL) FASTENED TO T -POST OR WOODEN STAKE SEDIMENT CONTROL FABRIC �-FASTENED SECURELY TO T -POST OR WOODEN STAKE WITH OPTIONAL WIRE MESH 4" 20" 4"X4" MIN. TRENCH It I. SILT FENCE ASSEMBLY N.T.S. 8" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL ItzEo���tmow ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. w 1 19nENG MIN SLOPE D. `N I IiO WATERLINE" I I DIVERSION CHANNEL PIPE 105 t 2087 SF FUTURE W 1S HDPE PIPE LEASE SPACE I . TYPICAL SECTION � 51.9 LF 0 0.75z _ (t56 LF OF r PROPOSED 1 STORY BUILDING I o� }1.25" WATER I Lot 1E -M5,898 SF BUILD NG HEIGHT W N (SERVICE 4 v 0.377 AC FF - 259.75 ( SILT II FENCE EROSION CONTROL NOTES, N ( ( _ (` .` 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS I - N 3831 SF OFFICE ( } IN ADVANCE OF CONSTRUCTION IS REQUIRED. SPACE cn I DIG TESS: (800) 344-8377 ATMOS ENERGY: (800) 545-6005 EXISTING (800) 344-8377 UNDERGROUND VERIZON:uNK COMMUNICATIONS: (800) 344979) 846-2229 -8377 ELECTRIC LINE 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TC CONNECT TO BUILDING i } `, MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS FL 20•28 j - , \ INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. ° 6" SEWER LINE 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND no , INLET 105 5.00 LF 0 1.10% x3' JUNCTION Box - I ° 3'SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER RIM - 258.25 _ ... - __. ____..... __... I - I \ \ EVERY RAINFALL EVENT OF 1/2- OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD s' CLEANOUT FL OUT - 253.64 .� FL IN - 253.74 I \ DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS \ PROJECT. �s en 6" SEWER uNE CONNECT TO UILDING 6' SEWER LINE } - X \ ` 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES"GENERAL PERMIT NO. TXR 11.14 IF 01.1ox FL = 254.83 4.15 LF 0 1.1Oz ui - \ 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 'fS 6" 45' SEND r _ > '' \ 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER FL -255.10 ��""°"" ""°' \ CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL `DISTURBED AREAS. :- 6`.CLEANOUT ,. 2S9 -t 8 45' BEND \ FL = 254.59 FL - 253.89 \ 5" SEWER LINE S' SEINER UNE 8 SEWER UNE I 6 \ S 6' SEWER UNE 491.00 LF O 1.1074 59.80 LF 1.1Ox I \ &. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE ° v , 4.00 LF m t.1074 46.38 LF @ 1.10% tt _ \ °-+•.a a e °.- oma- °--• °- °-- °-- a- o- o-•- _ •- a-- °-- °- a- ° e °-� °- °- °-•-. ° a- ° 9- - - - - - - - - �� - - - - - -- - - - - _ -=-g-� - e" SEWER UNE EXISTING SEWER MANHOLE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER. ALL CONSTRUCTION SHALL - ---- ,- � w � � 6.32 LF t.tox -" RIM -251.06 BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. EXISTING FL OUT - 248.81 1 ' PIPE t06 s 6"�45' w1 s" w>� PROPOSED SEWER SERVICE ° PROPOSED FL IN - 253.71 i5" HOPE PIPE ` 6" CLEAN oLrT FL - 254'64 _ - - -- - -- - \ 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART FL - 255.06 _ . _ _-_..... _ _ __ .. _- ___. _ _ - _ 49.5 IF A o.75z �s _ __.- ° P FOR TRENCH SAFETY S FE Y 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. j _ 6 SEWER uNE 3n 3n 1 , . ��� 31 3n 3n n n 6" 45' BEND 8.00 LF O 1.10% S INLET / ,%''�2 8 WITH CLEAN OUT PRIVATE ' EXISTING SILT FENCE FL = 253.80 PROTECTION , DRAINAGE n0RM - INLE '- - EASEMENT UNDERGROUND PIPE PROTE 9� : NDROPLIN GRATE, CONNECT TO EX1511NG -, - (8727/167) APPROXIMATE ELECTRIC .. ��a`' 36" GRATE IN li7 - --. LOCATION OF 2" LINE COLOR BLACK - --_-SUDDENUNK----------------- - _---------- _ _-- -- ♦ 12' DIAMETER UNLESS WISE CONDUIT n J;.. � 'i'IiERWISE CONTACT _K SUDDENLIN \ PRIOR TO f 1 INSTALLATION \ 20' PUE \ \ (8727/167) \ J / EXISTING \ j STORM SILT PIPE FENCE // , aADS f ' D GRATE PO SH W/(APW/ PROPOSED YP.) GRADE f f HDPE OR ' . PVC PPE HDPE PVC PER PLANS DTEE A -P 0 LAIT TEXAS, LLC. Lot ID PVC 90, 0,531 AC �! BEND NOTE: INLET SIZE IS NOTED IN THE PLAN VIEW , NYLOPLAST DROP-IN GRATE ff / > �,' AREA DRAIN DETAIL N.T.S. N L• DC 109835 �,L FIRM If 12327 0t�Oi SCHULTZ ENGINEERING, LLC JONES LAW FIRM OFFICE NORTH FOREST SUBDIVISION LOT I E -R2, BLOCK I - COLLEGE STATION, TX UTILITY NOTES: 1. ALL ELECTRICAL UTILITIES ARE TO BE INSTALLED PER COLLEGE STATION UTILITIES PLANS & SPECIFICATIONS. 2. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN 3' OF PAVEMENT. SEE DETAIL GRADING PLAN. 3. PRIVATE WATERLINE AND PRIVATE SANITARY SEWER LINE CONSTRUCTION SHALL BE N ACCORDANCE WITH THE PLUMBING CODE. CLEANOUTS SHALL BE INSTALLED PER PLUMBING CODE. 4. PRIVATE LINE SERVICE MATERIAL -PIPE TO BE ACCORDANCE WITH PLUMBING CODE. 5. CONTRACTOR SHALL COORDINATE CONDUIT AND/OR LINE INSTALLATION FOR TELECOMMUNICATION PROVIDERS FOR THE SITE. 6. DEPTH OF THE EXISTING WATERLINES TO BE VERIFIED BY THE CONTRACTOR. 7. REFER TO PLAN VIEW FOR WATER SERVICE LINE LOCATIONS. 8. WATER SERVICE MATERIAL - TYPE "K" COPPER TUBING. 9. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6" SHALL BE PLACED BY HAND, AND COMPACTED AROUND THE CAST IRON PIPE BEFORE BACKFILL HAS BEGUN BY ANY MECHANICAL EQUIPMENT. 10. ALL CONCRETE BLOCKING SHALL BE MIN. 28 DAY STRENGTH = 2000 PSI, 11. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 12. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL ALL CONCRETE HAS REACHED 7 DAY STRENGTH. 13. ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS OTHERWISE DIRECTED. 14. ALL SEWER LINES SHALL BE SLEEVED WITH 8" SCH 40 PVC PIPE, WHERE PIPE IS UNDER PAVEMENT AND CROSSES WATER LINES. NON- STRUCTURAL PAVEMENT STRUCTURAL BACKFILL STRUCTURE EAN, EXCAVATED MATERIAL SACKFILLI PER PAVING 1CKFEL AND COMPACTED PLAN ACCORDING ORDING T'0 / GEO-TECHNICAL REPORT 12' MIN PIPE O.D. s (8" MIN) ME TRENCH BOTTOM SHALL BE OM SO AS TO PROVIDE UNIFORM 1 CONTINUOUS SUPPORT FOR THE ?E BARREL BETWEEN BELT. HOLES COMPACTED CEMENT STABI- LIZED SAND, 1}i SACK/CY, PUGMILL ONLY. SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE COMPACTED CEMENT STABI- LIZED SAND, IX SACK/CY, PUGMILL ONLY. SPADE BY LIFTS INTO PLACE. TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT 12" MIN. OPTIMUM MOISTURE. BEDDING AND TRENCH BACKFILL DETAIL FOR HDPE & RCP STOEM PIPE N.T.S. STRUCTURAL PAVEMENT STRUCTURAL ( CLEAN, EXCAVA D MATERIAL BACKFILL 1 BACKFILL STRUCTURE BACKFILLED ANC COMPACTED + PER PAVING ACCORDING TO I PLAN GEO-TECHNIC , L REPORT 12" COMPACTED CEMENT STABI- LIZED SAND, IX SACK/CY, PUGMILL ONLY. SPADE BY LIFTS INTO PLAN, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. PIPE O.D. BANK SAND. SPADE {B" MIN) BY LIFTS INTO PLACE, TO FILL ALL VOIDS PIPE AROUND PIPE. O.D. THE TRENCH OTTOM SHALL BE GRADED SO AS j PROVIDE UNIFORM 12' MIN. AND CONTINUOUS SUPPORT FOR THE PIPE BARREL r*M BELL HOLES BEDDING AND TRENCH BACKFILL DETAIL FOR PVC SANITARY SEWER AND WATER PIPE N.T.S. DRAINAGE, UTILITY, & EROSION CONTROL PLAN SCALE VERTICAL NIA HORIZONTAL 1"=19 PLOTTING SCALE: 1:1 FILE NAME: 14-361 SHEET C3 THE SEAL APPEARING ON THIS . t„ Eng v e e r i n g,LLC% DOCUMENT WAS AUTHORIZED BY DECEN E DOYEN, P.E., LICENSE N0. 109835 2730 Longmire, Suite A JANUARY 8, 2015 College Station, Texas 77845 979.764.3900 TBPE NO.12327 RELEASED FOR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-361 JANUARY 2015 N L• DC 109835 �,L FIRM If 12327 0t�Oi SCHULTZ ENGINEERING, LLC JONES LAW FIRM OFFICE NORTH FOREST SUBDIVISION LOT I E -R2, BLOCK I - COLLEGE STATION, TX UTILITY NOTES: 1. ALL ELECTRICAL UTILITIES ARE TO BE INSTALLED PER COLLEGE STATION UTILITIES PLANS & SPECIFICATIONS. 2. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN 3' OF PAVEMENT. SEE DETAIL GRADING PLAN. 3. PRIVATE WATERLINE AND PRIVATE SANITARY SEWER LINE CONSTRUCTION SHALL BE N ACCORDANCE WITH THE PLUMBING CODE. CLEANOUTS SHALL BE INSTALLED PER PLUMBING CODE. 4. PRIVATE LINE SERVICE MATERIAL -PIPE TO BE ACCORDANCE WITH PLUMBING CODE. 5. CONTRACTOR SHALL COORDINATE CONDUIT AND/OR LINE INSTALLATION FOR TELECOMMUNICATION PROVIDERS FOR THE SITE. 6. DEPTH OF THE EXISTING WATERLINES TO BE VERIFIED BY THE CONTRACTOR. 7. REFER TO PLAN VIEW FOR WATER SERVICE LINE LOCATIONS. 8. WATER SERVICE MATERIAL - TYPE "K" COPPER TUBING. 9. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6" SHALL BE PLACED BY HAND, AND COMPACTED AROUND THE CAST IRON PIPE BEFORE BACKFILL HAS BEGUN BY ANY MECHANICAL EQUIPMENT. 10. ALL CONCRETE BLOCKING SHALL BE MIN. 28 DAY STRENGTH = 2000 PSI, 11. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 12. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL ALL CONCRETE HAS REACHED 7 DAY STRENGTH. 13. ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS OTHERWISE DIRECTED. 14. ALL SEWER LINES SHALL BE SLEEVED WITH 8" SCH 40 PVC PIPE, WHERE PIPE IS UNDER PAVEMENT AND CROSSES WATER LINES. NON- STRUCTURAL PAVEMENT STRUCTURAL BACKFILL STRUCTURE EAN, EXCAVATED MATERIAL SACKFILLI PER PAVING 1CKFEL AND COMPACTED PLAN ACCORDING ORDING T'0 / GEO-TECHNICAL REPORT 12' MIN PIPE O.D. s (8" MIN) ME TRENCH BOTTOM SHALL BE OM SO AS TO PROVIDE UNIFORM 1 CONTINUOUS SUPPORT FOR THE ?E BARREL BETWEEN BELT. HOLES COMPACTED CEMENT STABI- LIZED SAND, 1}i SACK/CY, PUGMILL ONLY. SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE COMPACTED CEMENT STABI- LIZED SAND, IX SACK/CY, PUGMILL ONLY. SPADE BY LIFTS INTO PLACE. TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT 12" MIN. OPTIMUM MOISTURE. BEDDING AND TRENCH BACKFILL DETAIL FOR HDPE & RCP STOEM PIPE N.T.S. STRUCTURAL PAVEMENT STRUCTURAL ( CLEAN, EXCAVA D MATERIAL BACKFILL 1 BACKFILL STRUCTURE BACKFILLED ANC COMPACTED + PER PAVING ACCORDING TO I PLAN GEO-TECHNIC , L REPORT 12" COMPACTED CEMENT STABI- LIZED SAND, IX SACK/CY, PUGMILL ONLY. SPADE BY LIFTS INTO PLAN, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. PIPE O.D. BANK SAND. SPADE {B" MIN) BY LIFTS INTO PLACE, TO FILL ALL VOIDS PIPE AROUND PIPE. O.D. THE TRENCH OTTOM SHALL BE GRADED SO AS j PROVIDE UNIFORM 12' MIN. AND CONTINUOUS SUPPORT FOR THE PIPE BARREL r*M BELL HOLES BEDDING AND TRENCH BACKFILL DETAIL FOR PVC SANITARY SEWER AND WATER PIPE N.T.S. DRAINAGE, UTILITY, & EROSION CONTROL PLAN SCALE VERTICAL NIA HORIZONTAL 1"=19 PLOTTING SCALE: 1:1 FILE NAME: 14-361 SHEET C3 >*1C kW_ G °- WA 1i ml�l v z0000 8' UV00i3 PRIVACY WANUVAMBEN ;y 151 12671 11112111111111111 U � I II L'� TEMPORARY 1 -Newly Planted Tre ('6D'Cefn3ln) C R COMMON AREA 4.960 AC 3 x I I i , I I � •itrtoif,+ * 4• /f ��•.VI�i/� 1! - r i , it ��+1�`'�'r•+ ,+ To BLDG. D EXISTING t r'• . .I t 01 Landscape Plan s, Refi None Scale, 1'=301 North ,Kew, Verify alt dimensions before construction. j :j i l 1 NQTEi 100% coverage of groundcover, decorative paving, decorative rock, or perennial grass Is required In parking lot Islands, swates and drainage areas, the parking lot setback, rights-of-way, and adjacent property disturbed during construction. 18' an center. 02 erTttrtive Barricade a. None Not to scale U 1 11 11 1811 fte IL 13 j 104 l+. • :.. •• • . • • � Landscape Cil Mations (C -phase 2) ' • + Required Landscaping. ' • pa N'i' catcuc.ATlaNS ' SITE, 100,879 + 31,403 = 132,282 1000 x 30 = 3a969 Points wg� • � su FERYARD SOUTHEAST BUFFER 310 / 25 = 13 CAN17PY TREES RE[J IRED 10 f 15 -= t~1 NON -CANOPY TREES OR 310 / 3 = 104- S GAL SHRUBS. ` ~�'•o N 9 RTH f i3REST SUBDIVISION BUFFER �iS ! 25 23 CANOPY FREES REQ IRED F�15 f is = 41 NON -CANOPY TREES 4R 615 ! 3 =208 5 GAL SHRUBS STIBtBTSCAPt0 N RTH EARL RUDDER F'WY. 28' ! 25 = i0 CANOPY TREES 2s' ! so x 300 = 1,36$ PtaINTs "TO TH FOREST PKWY>. 0' / 32 = 3 CANOPY TREES j ' 0' / 50 x 300 = 420 POINTS TOTAL Pi]IAtTS REQUIR Di 5,77 . TAE. CANOPY TREES PAINTS EQUiREDI 5,757 X 50/ _ 2,879 Proposed andscaping BUFEERYARQ (NO P 104 OINT vAt,.UE} +OUTHEAST BUFFER CANOPY TREES = 13 l'S GAL SHRUBS _ ORi'H FOREST StfBDiVISi17N BUFFER CANOPY TREES = 25 5 GAL SHRUBS = 207 $ R108'EfSCAPtO ' The a Bowing Newly Planted Stre tscape Trees are. to Remain Cenercli Notes 01. All Plana- Material shall be pruned /shaped as per Landscape Architect after InstaNatlon to remove .any broken or damaged branches and to give uniformity of shape, 02. All Plant Material must be approved by the Landscape Architect before lnstailation. 0.3. Verify all quantities before Installation. 04. Broken pieces of sod Smaller than 8" square) are not acceptable, 05. All Crape Myrtle Trees, -are to be pruned up to expose 4' clear trunks), } Off. Landscape Contractor is responsible for clearing any dirt or mud from public roadway, Landscape Contractor is also responsible for keeping the site clean during. construction and plant installation, 07. All proposed "New Campy Trees" shag be containerized. 08. An automatic Irrigation systewill cover the entire landscaped areas. C0-9. Bedding Soli (flawerbe�m s) shall be prepared to a depth of $finches and. K consist of 40516' Sandy I..oam Topsail,. 609, 16' Humus. � 10. Aii flowerbeds shall be -t6p dressed with a 3" .layer of Black Humus or equal. 11. in tall 3 diameter mulch Angs (3" thick) around all trees canopy and non -canopy) which appear In lawn areas. 12. All plant material Is to be guaranteed for 1 foil year, i 13. Erosion control Is requirccf as needed and clean-up Is Included, - 14. See .site Pian for topographic information, existing and proposed utilities, ` easements, adjacent land uses, existing development and roadways. �:::Rd'.-�.a c42,...:Zsi?,•m.:•�:siFf. v� .sEtYi`. -. 3s,..icCi ' it fr"Tf 5t :%:'. .i - _ iN#;xu"T�.CSs z-'.: '�:�.+'rev-" .ii'S4tis1:2 _ �RTH CANClPY TREES t2 i/2' CaO =10 ORTH FOREST PKWY CANOPY ?BEES C2 1/2' Cat.) = 4 MElAf CANOPY TR1069t container) . 26 8 150 Points (2 1/2' Cat,) � .. $:900 Points N . NON -CANOPY TREES (con#a or) 460 ' {2 � @ 40 Paints = Jft Polrft N SHRUBS (S gel. or larger) t242 @ 10 Paints :r $,CEO pita �t (9 gal.) SHRUBSow Plant Li��t -- PHASF. :2 BUFFED PLANTINGS I. ! My BtY Stott COAMOi:1 Matple t8otortkOl Nartey • • ; Plant ( G Canopy TMtls e 32 2 1!2' Cat. Chinese Ptstache CPtstachla chfnenisls) No Point Value 61-0' Ctear Trunk Min., Container Shrubs � . ~i �7 e a point o Pots 311 3 Gat. Ligustrurs (t.igustrun japontcuro) No Point Value Poirlfts STREETSCAP E PLANTINGS , wma M[ytTH FARE. fItmWAY � y annopy rrt: �. '�Iy* 10 2 1/2' Cat, Haid Cypress ttaxodium dlstuchuM iSQ 11500 12/14' Ht., 4/5' Sp„ Matched � on Site I�R't'Et EARL RUDDER FWY 111•. B Steel fence past at Plant Li��t -- PHASF. :2 BUFFED PLANTINGS I. ! My BtY Stott COAMOi:1 Matple t8otortkOl Nartey • • ; Plant ( G Canopy TMtls e 32 2 1!2' Cat. Chinese Ptstache CPtstachla chfnenisls) No Point Value 61-0' Ctear Trunk Min., Container Shrubs � . ~i �7 e a point o Pots 311 3 Gat. Ligustrurs (t.igustrun japontcuro) No Point Value Poirlfts B Steel fence past at Plant Li��t -- PHASF. :2 BUFFED PLANTINGS I. ! My BtY Stott COAMOi:1 Matple t8otortkOl Nartey • • ; Plant ( G Canopy TMtls e 32 2 1!2' Cat. Chinese Ptstache CPtstachla chfnenisls) No Point Value 61-0' Ctear Trunk Min., Container Shrubs � 50./22' Ht., 2/3' Sp., hatched • 311 3 Gat. Ligustrurs (t.igustrun japontcuro) No Point Value ' 36' Height Mina Rooted, (: utt STREETSCAP E PLANTINGS , wma M[ytTH FARE. fItmWAY � y annopy rrt: �. '�Iy* 10 2 1/2' Cat, Haid Cypress ttaxodium dlstuchuM iSQ 11500 12/14' Ht., 4/5' Sp„ Matched � 6'-0' Clear Trunk Ntin., Container I�R't'Et �r�.� e' ia�1i PAYCartopy 111•. a Tepees r 4 2 1!2' Cat, Hatd Cypress CTaxodtus► distuthum� f50 600. 12f14' Ht., 4/5' Sp„ Matched 6'-0' Clear Trunk Min,, Container OTHER Canopy trees ' 12 21!2' Cat. Live Oak (Quercus virgtana) 150 1,800 12l14' Ht„ 4!5' Sp„ Matched ' Non-�Ca►nopy 6'-0' Clear Trunk Mtn,, Container TrM 12 1 �C1W`t' a Crape Myrtle (Lagarstrvermta Indlaa 'Watermelon Red') 4Q 720 6f$' Ht., 3f4' Sp., 3-5 Canes, Matched, 1 MIM Cane Cane IIta = i 112' !For a StnQte , Trunk) � Shrubs !8 GoG or inwpitri ® 8 5 Gal, Ligustrum CLtgustrum Japonicum) f 10 90 36' Height Min., Rooted, Full � 25 5 Gat, Knock Out Rose (Rasa spp.) IO 250 , 1$' Height Min., Rooted, Full � 14 5 GaE, DwF, Youpon Hotly (ltex vomttorla4 `nava') 10 140 I 14' Height Mfn„ Rooted, Full Q 195 15 Gat, Indian Hawthorn (Rhapieotepsts indica 'Ctara'Shrubs ) i0 1,950> i 6' Height Min,, Rooted, Futl - <i W � 51 i Gat. Asparagus Fern (Asparagus denqiFtorus 'Sprenger!') 0 0 ' Pat Fut Q 313 1 Gat. ! Aston Jasrmine (Trachetospernurr astatkura) 0 0 Pat Futt, 3 - 12' Runners, ran, Sod i Verify SSOtg Bermuda, `TIFF 419' <Cynodon spp. +`Tiff 4191) 0 0 Weed Free, Whole Pieces '. L i TaTAREVE Its '2 s.+r�:.3"-.. Fi4:?w .s3: '�"b`1-vit!Ci?'�+'m" _"7:w"'+5•.'?k.:l'^...H..:c1e?.'-.tiN_•3•nki 'oy.•.u.- yiR2:3a.ry_.." lIR A :6,L`T"vS'I.; T'•yi JF1 .',: �.MS„ 77" "IiT{e:. �F. • � �Q$rt �{N A (1a 1 � ^•il IeWED OR vCOMPLIANCE ,,.6 � / i11 vuw • JAN 2 1 2015 NOV DEVEy'F�f`zQ `�p COLLEGE Sf WiON PW F1 DEVELOPMENT SERVICES } B Steel fence past at NOTES: 1. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS SHALL BE USED AT EACH MANHOLE IN NEW OR EXISTING RIGHT-OF-WAY. 2. USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN RING/COVER ADJUSTMENT RINGS AND CHIMNEY OR COREEUCONE SECTION. 3. MANHOLE BASE THICKNESS AND FOUNDATION FROM FLOWLINE TO RIM AS FOLLOWS: MANHOLE DEPTH (FT.) BASE THICKNESS 0-12------------6„ 12 AND OVER ---------.12" 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: LOCATION COMPACTION REQUIREMENT PAVEMENT- - - - - - - - 98 % STANDARD PROCTOR - ASTM D 698 LANDSCAPE AREA- - - - 90 %STANDARD PROCTOR -ASTM D 698 S. NO RINGS ARE REQUIRED OUTSIDE OF STREET RIGHT OF -WAY 6. IN FLOODPLAiNS OR AREAS OF CONCENTRATED FLOW, THE CONE SHALL EXTEND 1 FOOT ABOVE THE BASE FLOOD ELEVATION OR A BOLT DOWN WATER TIGHT RING AND COVER SHALL BE USED, VENTED WHERE REQUIRED. 7. WARNING SIGN ONLY TO BE PLACED WHERE SEWER CROSSES OPEN FIELDS. STD. DUCTILE IRON MANHOLE COVER AND FRAME (30" DIA, OPENING) OR EQUAL STD. DUCTILE IRON MANHOLE COVER AND FRAME 12"MAX. (30" DIA. OPENING) OR EQUAL �"'--- SEE NOTE 1 X -O" SEE NOTE 1 CLASS "A" CONC. PRECAST REINFORCED c j 8000 PSI IN 28 DAYS CONC. MANHOLE SECT. VARIES VARIES ASTM DES. C-478 I VARIES (SEETABLE) _UG BACK FILL AROUND MH 6" MIN. • BACK FILL AROUND SHALL BE AS PER NOTE 4 MH SHALL BE AS " VARI MAX � PER NOTE 4 5 MIN' (SEE T MANHOLE DIA. MAIN SIZE 4 FT <18in. 5 FT 218in. <30in. 6 FT >_361n. SEE NOTE 7 SEWER SIGN MANHOLE SIGN N (SEE DETAIL S5-02) 6■.0" X MIH- 2 I 20-0- 2'4" W GREEN, HEAVY DUTY, WING CHANNEL. POST IMI M1 ii2"T 9 INSIE 9" " MIN MAX 2'-0" PLUG IFT 6"MIN. INVERT= 314 DIAMETER OF PIPE 1i2„ 1'-0" UP TO 24". 24" AND LARGER SHALL BE FULL DEPTH INVERTS. PlPECONX ti•• ---RASE IAPTER SEAL, - #4 BARS, 8" O.C.E.W. 0 EQUAL. #4 BARS SENTtaS 90" AND NOTE: DEPTHS GREATER THAN 12' TIED TO WALL AND BASE. WILL REQUIRE 2 MATS OF WATERSTOP-PIPECONX REINFORCING STEEL IN THE MANHOLE ADAPTER SEAL, #4 BARS, 8" O,C.E.W. BASE. OR APPROVED EQUAL. (2 REQ'D) NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. C,ASTINPLA CEALINHOLE PR C� STALIIYHOLE STANDARD MANHOLE S1"00 ORIGINAL GROUND OR --- BOTTOM OF SUBGRADE NOTES; � SELECT NATIVE MATERIAL 1. FOR BEDDING AND TRENCHING WITHIN ALL EXISTING PAVEDAREAS MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF 2' �A SELECT MATERIAL SEEDETAILSFOR OPEN CUTSTRFET£ Details ST4-00, ST4-01 ST4-d?}. ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) THISNOTEDOESNOTAPPLYTIJSTREE BEING RECONSTRtjCiED. INCHES IN THE LARGEST DIMENSION), COMPACTED TOA I SELECTMATERtAL MINIMUM OF90%OF MAXIMUM DENSITY AS DETERMINED BY • QNDENTSTABIUZED 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE 8"-12 TO ANSUAIMWA STANDARDS FOR PVC PIPE. ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN AN OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL ® (CdNVDLIDATE 8'•12nMAX ©( Y S. ALL BEDDING &INSTALLATION OF DUCTILE IRON PIPE SHALL 8E IN AREAS (le...YARDS, PASTURES, EASEMENTS) AND TOA '- AT OPTIMUM E ACCORDANCE TOANSI/AIWA C1501A21.50. MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED. MOISTURE) t8 BY ASTM D698 STANDARD ATA MOISTURE CONTENT WITHIN O Ti��J� 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. (( 6"BELOW OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AREAS PIPE BELL 6" BELO S. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAYING OR AND STREETS TO BE RECONSTRUCTED. O.D.PIPE BELL PLANKING PLACED AT THE END OF EACH WORKING DAY. PIPE UNDISTURBED SOIL O.D. � UNDISTURBED SOIL GRANULAR MATERIAL p.p. PIPE MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE p p OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 6" MIN.112"MAX. MATERIAL AND WHICH, WHEN TESTED BY STANDARD PLACE METAL DETECTOR 6" MIN.M2" MAX. LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: TAPE AT A MINIMUM OF 24" MAXIMUM LIQUID LIMIT -_ 45 ABOVE TOP OF PIPE MAXIMUM PLASTICITY INDEX MAXIMUM PERCENT PASSING NO. 200 Swyf 35 NON-STRL�CTLrR�L AREAS �^O P4 M MINIMUMA�iAL SHALL BERCENT IFREE FLOWING AND WHEN WET, $HALL `NG 3w SIFVF 100RE-45 OR STREETS TO BE NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. RECON STRL�C'7ED CEMENT STABILIZED SAND BEDDING AND 'FRENCH FOR DI PIPE & PVC PIPE S1-01 NOTES; 1. FLOW SHALL BE MAINTAINED DURING CONSTRUCTION. 2. THIS DETAIL TO BE USED WHEN A WOR LARGER LATERAL NECESSITATES CONSTRUCTION OF A NEW MANHOLE. 3. FOR ADDITIONAL STANDARDS NOT SHOWN, SEE "STANDARD MANHOLE" DETAIL S1-02. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORT OF EXISTING SEINER DURING INSTALLATION OF MANHOLE. 5. DOGHOUSE OPENING MAY ONLY BE USED WHEN PLACING A NEW MANHOLE OVER AN EXISTING UNE; OTHERWISE, THE OPENING MUST BE CAST. SIZE, LOCATION, AND ANGLE OF ENTRY SHALL BE AS REQUIRED BY THE PLANS. 6. EXCAVATE TRENCH TO MIN, 13" BELOW BOTTOM OF EXISTING PIPE, COMPACT SUBGRADE. PLACE AND COMPACT 6" OF GRANULAR BEDDING. MONOLITHIC POUR OF MIN. 7 DEPTH 6 SACK TOPPING MIX TO BE PLACED INSIDE, UNDER, AND OUTSIDE MANHOLE BARREL FROM SURFACh OF BEDDING AROUND CONCRETE BLOCK RISERS, TO A POINT APPROXIMATELY AT THE SPRING LINE OF THE EXIS'�. PIPE. 7. DURING THE SAME POUR, THE FINISH MANHOLE SHELF SHALL BE FORMED AND FINISHED AROUND THE BARREL AND EXISTING PIPE AS SHOWN. 8. AFTER CONCRETE SHELF HAS CURED THE EXISTING PIPE SHALL BE SAW -CUT ON BOTH SIDES TO THE FINISHED SHELF GRADE AND REMOVED. THE EXISTING PIPE SHALL FORM THE TROUGH OF THE MANHOLE AS SHOWN. FILE CUT PIPE TO GIVE SMOOTH EDGES. CITY OF COLLEGE STATION GRAVITY SEMTER DOGHOUSE MANHOLE NOTES: 1. 1" DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12"00. 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. 4. CONCRETE SHALL BE 3,000 P.S.I. PIPE O.D. PLUS 4" PERIPHERAL (J "STARTER" HOLES (SEE NOTE 1.) __OPENING CREATION DETAIL REMOVE INVERT AS REQUIRED AND NEW INVERT FOR NEW UNE. NEW INVERT SHALL HAVE SMOOTH TRANSITION INTO EXITING INVERT. REWORK EXISTING INVERT AS REQUIRED. NON -SHRINK GROUT MANHOLE CONNECTION DETAIL B 11-V - vARtES 2" CLR. NON -SHRINK 1'-0" SYNKO-FLEX PREFORMED (T�'P.i GROUT NEW INVERT PLASTIC ADHESIVE WATERSTOP OR APPROVED PIPE 40 Ti 113 RE13AR (14" LONG) EQUAL. (SEE NOTE 3.) PLUS 1e EMB DDED AN WATERSTOP - PIPECONX EPDXYED INTO MANHOLE WATERSTOP-PIPECONX WALL 3". (BEE NOTE 2J plpE O.D. SEAL, OR AHOLE PPROVED MANHOLE ADAPTER SEAL. PLUS 18" EQUAL. (2 REQ'D) OR APPROVED EQUAL. (2REQ'D) t� CONNECTION DETAIL SECTION VIEW 1 CONNECTION DETAIL SECTION VIEW B.1 8.2 STANDARD MANHOLE TIE-IN S3-001 53-01 NOTE: M S1 S. S' 8 STANDARD CLEANOUT ' VARIES - .. - t, '_• 3 14 vawiIEs ' > : A SIZE X SIZE WYE 45° BEND 4: SCBASE-"- VARIE g" SIZE XSIZE WYE . 45° BEND -�" .7. NOTEDATIONt;...; #4 BARS, e" O.C.E.W. -DEPTHS D A5 NOTE: GREATER THAN 12 FEET WILL qR APPROVED E(3UAL»L' REQUIRE 2 MATS OF REINFORCING (2 REQ'D ) STEEL IN THE BASE VARIE9 A VARIE = 3" A CITY OF COLLEGE STATION n 3 90°BEND OUTSIDE DROP MANHOLE -.. :.ON ON7,Y A 11 0H U) FOR MAMII'VF. Co."'FLTIONS 0 FOUNDATION X AND LARCH= S2-00 NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. .STCTlOA'A -A STANDARD CLEANOUT ' STANDARD CROSS 6" MIN . 26" 14 ZVI IN 24" MIN. ARIES ZE SHOWN D STANDARD CROSS a a"-ytj D A5 3" . •- � '• VARIE9 A VARIE = 3" A • ;' .. f° $END•I ` n 3 90°BEND _ BASE.• :.. . •�...,.:..... ..: , 6 MIN. NOTE -.. :.ON .. . 0 FOUNDATION #4 BARS 8" O,C.E W. - DEPTHS UKWATER THAN 12 FEET WILL REQUIRE WATERSTOP-PIPECONX MANHOLE ADAPTER SEAL, BASES OF REINFORCING STEEL IN THE Y REQ DROVED EQUAL. CITY OF BRAYN OUTSIDE DROP MANHOLE 1017YTMRAIAPPROTIMRYG7TYFi1rGj(N F,R 52-01 NOTES: 1. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. 2. CHAMFER EDGES 314". 3, CONTRACTOR SHALL CONSTRUCT CONCRETE PIER TO A MINIMUM DEPTH OF 6' OR TO A DEPTH WHERE A GOOD BEARING SOIL IS ENCOUNTERED. 4. ALL SHAFTS SHALL BE BORED VERTICALLY PLUMB WITHIN 2" TOLERANCE. S. ALL INFORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER. PIER DIA. AS SHOWN ON PLANS PLAN Elf, `TI0_tVA !IES 12 BOARCHOOPS, 3" CLEARANCE MININMUM PIER VERTICAL STEEL DIAMETER # 5 BARS 16" 8 24" 12 26" 14 30" 16 42" 24 4" WIDE X 818" THICK STAINLESS STEEL STRAP (PRIMED & PAINTED) FORMED TO PERMIT SNUG TIGHTENING OF PIPE TO PIER (2 REQD. PER PIER) DUCTILE IRON PIPE WRAP WITH ONE „ LAYER PREVENT BONDING TO PREVENT BONDING VERTICAL STEEL AS PER TABLE #4 BAR HOOPS, 12" O.C. pp��ppRR M yui INT HOLE HOU Er ED� m TYPICAL CONCRETE DRH LED PIER FOR AERIAL SEWER 2„ 2" NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE, ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. IN EXISTING MANHOLE, PLACE PVC ELBOW ON BENCH, GROUT NEW BENCH TO SPRiNGLiNE AND TROWEL SMOOTH. FORM SMOOTH CHANNEL TO INVERT. ALL NEW CONNECTION AT EXISTING MANHOLES SHALL BE BY CORING ONLY FRAME (30" DIA. OPENIUNG) OR EQ _ AL GRADE RINGS FDR ADJUSTMENT TO FINISH GRADE AS PER DETAIL ' S1-02-NOTE1 PRECAST FLAT -TOP LID BACK FILL AROUND MH SHALL BE AS PER < DETAIL 61-02 - NOTE 4 3 *..' PVC PIPE SIZE EQUAL TO INCOMING PIPE SIZE 451 ELBOW (TURN W/FLOW & GROUT IN PLACE) PIAN 8-1 IIWMAX I 5INCH " {MIC NESS USER RAM -NECK G-RINA ) JOINTS •-PVG 'f'r�PROVED EQUAL CROSS 3r: 1-314" STAINLESS STEEL BANDS -118" THICKNESS (TTYP W/ I BOLTW EXPANSIESS S STEEL ANCHORS (TYP) #4 BARS 8" i �•�ft �•i, Oji '� NOTE: DEPTHS GREATER r' ,:`:.:::: " . • ' ; SRFR2 MA OFINOCING STEEL IN THE BASE STAND ROP MANHOLE I' CTTYOFBRY,9.V - M?0P MA VHOI.F, 7Y) BF. IrSFD 0A' LINES 7.11' To IYL'VAZE C7TY0FQ0LLL'GEST.47T0N- DROP.WANHO£.L TO HF, IISM ON I,I,VF.9 LjT TO 4' IA'SF F, 2" "� 2;R61mml L Lr_} IrMIN{,.O, roc• -'-------�--. PLAN jrfEI� N BOOKMAN OLD STYLE BOOKMAN 1 32" DIA ,it if ,� [813 mm - j v wxa 7 [3 t ILf1 I � [73 mm) NOTE: CITY SPECIFIC SANITARY SEWER BOTTOM VIETV UDS TO BE USED FOR PUBLIC SEWER SYSTEMS ONLY. NOT TO OFCOT�ER BE USED ON PRIVATE SEWER SYSTEMS. 30-W4" 3/4" 1$118" [20mm] 250" [781mm]DIA. [20mm [6mm] 180" ID OF GROOVE -r [5mm] ` 112 1 [13mm] T ! BOLT HOLE SECTION 2r�irn [R19 31ACHIVF, GRCJOT nF,T,gIL--302mm) � " � mIn, 2-718" - 2L," �51 Rma L($T7'EtEING (73mm] COVER SEC'T'ION SookmanNRid;Ty e (4) 5/8%11 NC X 2" LG HEX SS CAP SCREWS & NARROW ZINC PLT. 'AND, RING OrICY & RUBBER WASHERS SOV 4" a [51mm] o [102mm] ® {1 2mm] CMCFMYAN s ICKSA 2" [51m(m] LETTERING 2) PLACES LETTERING STYLE: PIA j � TYT Beckman Old Style � W NOTE: WATER TIGHT MAI CITY SPECIFIC SANITARY SEWER LIDS TO 8E USED FOR PUBLIC SEWER SYSTEMS ONLY. NOT TO DUC'7 BE USED ON PRIVATE SEWER 54-00 SYSTEMS. AIN EWER S i-vno 40mm] x•-4.1/2" [114mm] 2-9/16"-i I+--- -33-16116" [65mm3 ] 400-314" -SW DIA E1035mm] G FRAME SECTION E MACHINED SURFACE 6" 6mm 1-112" ]�- [38 mm} 2-7mm] [/82mt 2 n] N R.S [R44 Irn nI p�p. RODLG 31V PICKBAR DETAIL AVER 69912 ;DIA.I �---3�519mrDjlA 12 Omm] 821 G STE ROD 33.11116" DIA JAR DETAIL [621mm] IILA�IESMIZON 518"-1 i NO X 2" LG XpSRSRCAW,,SCCREWS JBBER A8HR3T. &if 1mm] via mm TUSHING FL BUTTON? VI T47 ,E RING AND COVER S-1-01 02mm] VE FOR ASKET CITY OF BRNTAN The Good l ilk; Tcrds,'Slj1c:' DRAWN BY: C.L.M. DATE; 08-01-12 SCALE: N T S APPROVED: W. PI K. FIGURE: SHEET 1 p''�' 2 NOTE: 1. ALL MATERIAL SHALL BE ASTM D$034 SDR26 Wl GASKETS 2. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 3. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE CONTRACTOR AT THE ROW FOR EACH SERVICE, CLEANOUT SHALL INCLUDE A BRASS PLUG. 4. CLEANOUTS SHALL BE EXTENDED 4 FEET ABOVE NATURAL GROUND. CLEANOUT CAP FITTING SHALL BE PLACED ON TOP, 5. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF CONSTRUCTION t TAPPING AREA BOTTOM UP DIPBELOWG� CENTERLINE OF MAIN. i 1 2.0' 2' PVC (SEE NOTE 2 STD. 45° PVC STD. PVC COUPLING i W aW a3 zT* 2' . 1 4' SEE NOTE I. CURB & Qr= h1ATF 2 F 2 I I '-TEE WYE SERVICE FITTING I D3034 SDR26 PIPE (SEWER WYE AND 1/8° BEND) SKETS @1.0% MIN. IS NOT TO BE PLACED SEWER LINE ZONTALLY) PROFILE CITY OF BRAYN SEWER SERVICE LINE CROSSING r R -O: W OR EDGE TO BE LOWERED TO FiNAL- OF EASEMENT GRADE ATTIME OF PLUMBER'S TIE-IN TO BE LOWERED R -O -W OR EDGE OF EASEMENT - TO FINAL GRADE AT TIME OF �+--- VARIES PLUMBER`S TIE-IN c W- i � - -----VARIES v ww wo z 3 i BENDS TO BRING e� 1 STACK VERTICAL w PLANV TEE WYE SERVICE (TYPICAL 45' SEND) z FITTING (SEWER TEE) t w PVC(SEE NOTEw (MIN.1%SLOPE) NOTE: Lu 1 D8034 SDR26 MATERIAL GASKETS (MIN, STM q=n 2. ALL SERVICE CONNECTIONS & l eYE SERVICE EXTENSIONS ARE TO BE INSTALLED STACK VERTICALcc WITH THE MAIN LINE CONSTRUCTION. (TYPICAL 45- SEND) FITTING SEWER } ROTATE AS 118 SEND* 3. A CLEAN OUT IS REQUIRED AND CONTRACTOR AT THE ROW FOR STANDARD COATNECTIONPROFTLE EACH SERVICE. CLEANOUT SHALL DEEP COIVNECTIOJV PROFILE INCLUDE A BRASS PLUG. 4. CLEANOUTS SHALL BE EXTENDED 4 �'I OF BRAYN FEET ABOVE NATURAL GROUND. CLEANOUT �(�� CAP FITTING SHALL BE PLACED ON TOP. SANITARY SSERVICE .SERT7V ICE CONNEC 1 1 ON f �1 I GENERAL NOTES: ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. METER BOX CLEAN-OUT 6" CLEAN OUT DIP OR PVC 7 STRUCTURAL BACKFILL AREA NOTES: BLACK TEXTr� -- tARNING 2.1 10" 1 BASIC ADDED R -O -W OR EDGE OF EASEMENT OLU IGN S BEEN BEFORE EXCAVATING x t YELLOW �� BACKGROUND 1 co 4' SEE NOTE 3 N PIAN SIGN I I '-TEE WYE SERVICE FITTING I D3034 SDR26 PIPE (SEWER WYE AND 1/8° BEND) SKETS @1.0% MIN. IS NOT TO BE PLACED SEWER LINE ZONTALLY) PROFILE CITY OF BRAYN SEWER SERVICE LINE CROSSING r R -O: W OR EDGE TO BE LOWERED TO FiNAL- OF EASEMENT GRADE ATTIME OF PLUMBER'S TIE-IN TO BE LOWERED R -O -W OR EDGE OF EASEMENT - TO FINAL GRADE AT TIME OF �+--- VARIES PLUMBER`S TIE-IN c W- i � - -----VARIES v ww wo z 3 i BENDS TO BRING e� 1 STACK VERTICAL w PLANV TEE WYE SERVICE (TYPICAL 45' SEND) z FITTING (SEWER TEE) t w PVC(SEE NOTEw (MIN.1%SLOPE) NOTE: Lu 1 D8034 SDR26 MATERIAL GASKETS (MIN, STM q=n 2. ALL SERVICE CONNECTIONS & l eYE SERVICE EXTENSIONS ARE TO BE INSTALLED STACK VERTICALcc WITH THE MAIN LINE CONSTRUCTION. (TYPICAL 45- SEND) FITTING SEWER } ROTATE AS 118 SEND* 3. A CLEAN OUT IS REQUIRED AND CONTRACTOR AT THE ROW FOR STANDARD COATNECTIONPROFTLE EACH SERVICE. CLEANOUT SHALL DEEP COIVNECTIOJV PROFILE INCLUDE A BRASS PLUG. 4. CLEANOUTS SHALL BE EXTENDED 4 �'I OF BRAYN FEET ABOVE NATURAL GROUND. CLEANOUT �(�� CAP FITTING SHALL BE PLACED ON TOP. SANITARY SSERVICE .SERT7V ICE CONNEC 1 1 ON f �1 I GENERAL NOTES: ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. METER BOX CLEAN-OUT 6" CLEAN OUT DIP OR PVC 7 STRUCTURAL BACKFILL AREA NOTES: BLACK TEXTr� -- tARNING 2.1 10" UNDERGROUND SEWER BASIC ADDED R -O -W OR EDGE OF EASEMENT CONTACT THE CITY IGN S BEEN BEFORE EXCAVATING ; YELLOW 4" BACKGROUND 1 co BACKGROUND i N IMANHOLE SIGN ' 7" NO. CARRIER OR As I EQUIKED CARRIER PIPE -J NOTE: 1. Fr MORE INFORMATION N WATER AND SEWER UNE CROSSING SEEE CITY STANDARD SPEC tFICATOON FOR WATER AND SEWER LINE CONSTRUCTI N. 2. STEEL CASING SHALL BE J �8 SPECIFIED IN THE TECHNICAL SPECIFICATIONS. SSUV 3. DRY BORING PREFERRED ET BORING ALLOWED ONLY WHEN U V APPROVED BY THE Cl IGINEEP. TYPICAL URBAN CITY S�ETCROSSING PLANS 1 DLE WHERE MACHINE BORING )PEN FIELDS (TUNNELING) VARIES ER7 C VARIES ER `` 2" CUSHION REtU1RED FOR ROCK, CON RETE `�---2" BLACK PRESSURE N SENSITIVE NUMBERS R -O -W 0R EDGE OF EASEMENT BASIC ADDED R -O -W OR EDGE OF EASEMENT 0 IGN S BEEN -� NOT LESS THAN 3" N BACKGROUND 1 co STANDARD CLEAN i N SEA VER WARNING AND MANHOLE SIGN C 2' 21 2' PVG (SEE NOTE 3}7 NOTE: S'8" TYP. M 1. WHERE DOUBLE WYE SERVICE 3.5' MAX. BELOW PROPOSED BACK OFCURB, MON. SLAB ELEV. MUST BE SET TO 1" M ALLOW SANITARY SEWER SERVICE. (SEE NOTE 1 H CLR. METAL "T" POST PAINTED (BREEN. CONC. CURB SIDEWALK 3. ALL MATERIAL SHALL BE ASTM & GUTTER D3034 SDR26 WJ GASKETS . 4. ALL SERVICE CONNECTIONS & SIDEWALK v L EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN UNE CONSTRUCTION. T WILL BE INSTALLED BY THE PLUMBER (SEE NOTE 1.) AT THE ROW FOR EACH SERVICE. t Mr 8" TYP i" MIN. CLR. CO3 STEELCASING 2 as CASING SPACER O a ADJUSTABLE TOP RUNNERS cc TO MAINTAIN 1" MAX CLR. > CD 8D° MAX LU a RANO CLAMP STEEL CASING STD. 450 BEND ATSPRINGLINE NER $"WIDE BAND STAINLESS IES PIAN LESS STEEL (TYPE 304) 2.0' a IN HEIGHT RUNNERS AT NEOPRENE INSULATION SLEEVE ul w r BOTTOM, BETWEEN PIPE AND SAND B" MIN POLYMER RUNNER ('TYP) STD. 46° BEND CASING DETAIL 55-03 T-0.. ITTING( SEWER TEE) MACHINE BORING MIN. (TUN FLING) FITTING (SEWER Y OPEN CUT WYE AND 118 BEND) As I EQUIKED CARRIER PIPE -J NOTE: 1. Fr MORE INFORMATION N WATER AND SEWER UNE CROSSING SEEE CITY STANDARD SPEC tFICATOON FOR WATER AND SEWER LINE CONSTRUCTI N. 2. STEEL CASING SHALL BE J �8 SPECIFIED IN THE TECHNICAL SPECIFICATIONS. SSUV 3. DRY BORING PREFERRED ET BORING ALLOWED ONLY WHEN U V APPROVED BY THE Cl IGINEEP. TYPICAL URBAN CITY S�ETCROSSING PLANS 1 DLE WHERE MACHINE BORING )PEN FIELDS (TUNNELING) VARIES ER7 C VARIES ER 5'.0°_ WIDTH OF PAVEMENT .p• MIN. i . 3140' BELOW DITCH FLOW LINE, NOTE: STEEL CASING-) CARRIER PIPE - 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTIIION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRE I. TYPICAL R TRAL STRF,FT C,,R O PN' RPLS UPON COMPLETION OF t PVC (SEE NOTE CONSTRUCTION 7. WHEN SERVICE CONNECTION IS DEEP CONTRACTOR MUST PLACE A VERTICAL 20 T DESIRABLE STACK THAT SHALL BE BROUGHT WITHIN 3.112 FEET BELOW NATURAL GROUND. 2' NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OFCURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. 3. ALL MATERIAL SHALL BE ASTM D3034 SDR26 Wl GASKETS 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. S. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER ATTHE ROW FOR EACH SERVICE. 6. WHEN SERVICE CONNECTION IS DEEP CONTRACTOR MUST PLACE A VERTICAL STACK THAT SHALL BE BROUGHT WITHIN 3.112 FEET BELOW NATURAL GROUND. ALLOWABLE TAPPING AREA 7 ,r,re BOTTOM UP OF CONNECTING PIPE SHALL NOT DIP BELOW CENTERLINE OF MAIN. (SEE NOTE 4) STD. 460 PVC BEND STD. PVC COUPLING ASTM D3034 SDR26 PIPE - WIGASKET8 0-�1.0% MIN. (PIPE HORIZONTALLY) PROFILE SEE NOTE 5 (TYPICAL) 4" PVC 7) 1 -TEE WYE SERVICE FITTING (SEWER WYE AND 118° BEND) SEWER LINE 6 PVC CITY OF COLLEGE TATION -WER SERVICE LIN i CROSSING SEE NOTE S - (TYPtCAL) PLAN 4" PVC EXTENSION W/PVC CAP `` 2" CUSHION REtU1RED FOR ROCK, CON RETE `�---2" BLACK PRESSURE N SENSITIVE NUMBERS R -O -W 0R EDGE OF EASEMENT BASIC ADDED R -O -W OR EDGE OF EASEMENT (SEE NOTE 3) IGN S BEEN -� NOT LESS THAN 3" WHITE 10 PAINTED BACKGROUND STANDARD CLEAN i OUT FOR MAIN LINE SEA VER WARNING AND MANHOLE SIGN 450 SEND =S5-OIDENTIFICATION 55-02 PVG (SEE NOTE 3}7 NOTE: O LU 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" 3.5' MAX. BELOW PROPOSED BACK OFCURB, MON. SLAB ELEV. MUST BE SET TO l�`, ! ' ✓; !; ..; ALLOW SANITARY SEWER SERVICE. (SEE NOTE 1 2. MARK EACH SERVICE END WITH - METAL "T" POST PAINTED (BREEN. CONC. CURB SIDEWALK 3. ALL MATERIAL SHALL BE ASTM & GUTTER D3034 SDR26 WJ GASKETS . 4. ALL SERVICE CONNECTIONS & SIDEWALK EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN UNE CONSTRUCTION. 6. A CLEAN OUT IS REQUIRED AND t MAX. (SE (SEE NOTE 1.j WILL BE INSTALLED BY THE PLUMBER (SEE NOTE 1.) AT THE ROW FOR EACH SERVICE. 6. LOT CORNERS SHALL BE MARKED WITH 4�AM) A LATH UNDER THE SUPERVISION OF A 5'.0°_ WIDTH OF PAVEMENT .p• MIN. i . 3140' BELOW DITCH FLOW LINE, NOTE: STEEL CASING-) CARRIER PIPE - 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTIIION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRE I. TYPICAL R TRAL STRF,FT C,,R O PN' RPLS UPON COMPLETION OF t PVC (SEE NOTE CONSTRUCTION 7. WHEN SERVICE CONNECTION IS DEEP CONTRACTOR MUST PLACE A VERTICAL 20 T DESIRABLE STACK THAT SHALL BE BROUGHT WITHIN 3.112 FEET BELOW NATURAL GROUND. 2' NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OFCURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. 3. ALL MATERIAL SHALL BE ASTM D3034 SDR26 Wl GASKETS 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. S. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER ATTHE ROW FOR EACH SERVICE. 6. WHEN SERVICE CONNECTION IS DEEP CONTRACTOR MUST PLACE A VERTICAL STACK THAT SHALL BE BROUGHT WITHIN 3.112 FEET BELOW NATURAL GROUND. ALLOWABLE TAPPING AREA 7 ,r,re BOTTOM UP OF CONNECTING PIPE SHALL NOT DIP BELOW CENTERLINE OF MAIN. (SEE NOTE 4) STD. 460 PVC BEND STD. PVC COUPLING ASTM D3034 SDR26 PIPE - WIGASKET8 0-�1.0% MIN. (PIPE HORIZONTALLY) PROFILE SEE NOTE 5 (TYPICAL) 4" PVC 7) 1 -TEE WYE SERVICE FITTING (SEWER WYE AND 118° BEND) SEWER LINE 6 PVC CITY OF COLLEGE TATION -WER SERVICE LIN i CROSSING SEE NOTE S - (TYPtCAL) PLAN 4" PVC EXTENSION W/PVC CAP R -O -W 0R EDGE OF EASEMENT R -O -W OR EDGE OF EASEMENT (SEE NOTE 3) 2.0' � i �-----VARIES CAP WITH PVG (SEE NOTE 3}7 I O LU �---- VARIES 3.5' MAX. a:� l�`, ! ' ✓; !; ..; a (SEE NOTE 1 AND NOTE 6) 3.6' MAX. (SEE NOTE 1.) z t PVC (SEE NOTE 3) (MIN. 1% SLOPE) STD. 450 BEND SEE NOTE 5 IES PIAN 2.0' a IN HEIGHT PVC (SEE NOTE 3) ul w 2.0 (MIN. 1% SLOPE) STD. 46° BEND ITTING( SEWER TEE) TEE WYE SERVICE FITTING (SEWER Y WYE AND 118 BEND) 10 z I 2 �$ v ix a F 4 z Lu 0 S7-oo ST�IVUIURD GONNECTIONPROFILE DF,F,PCONNF,CTYON PROFILF, CITY OF COLLEGE STATION SANI FARY SEWER SERVICE CONNECTION S7 CITY OF BRYAN The Good Talc, Ter�is Sly le: DRAWN 67: U.M.II DATE: O8 -Q1 -12;l SCALE: N T S APPROVED: W. P. K. FtGUR'E= SHEET 2 OF 2 :.;:• • ' •.`,:, NOTE; GENERAL NOTES: MIN. DIMENSION APPROX. 24" X 24" X 6" 1. VALVE EXTENSION TO BE USED ONLY WHEN TOP OF GATE VALVE 1. FINELY DIVIDED EARTH FREE OF ROCK LUMPS AND CLODS EXCEEDING 6" SHALL BE PLACED BY HAND, AND 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS OTHERWISE DIRECTED. 28 -DAY CONCRETE IS DEEPER THAN 5 FEET FROM COMPACTED AROUND THE CAST IRON PIPE TO A DEPTH OF W1-00 I STRENGTH = 2000 psi ODI FINISHED GRADE. 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN WITH #4 BAR AROUND 2. ALL VALVE OPERATING NUT BY ANY MECHANICAL EQUIPMENT. 3 FEET MEASURED FROM THE BACK OF CURB TO THE ALL VALVE BOX. EXTENSIONS ARE TO BE MADE 2. ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE FACE OF THE STEAMER ON THE FIRE HYDRANT. STANDARD FIRE HYDRANT OF STEEL SIZED AS NOTED AND PAINTED WITH TWO (2j STRENGTH s 2000PSi. S. IF MAIN VALVE IS WITHIN 60 FEET OF FIRE HYDRANT THEN + COATS OF METAL PAINT. 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF ASSEMBLY VALVE MAY BE OMITTED ON A DEAD END HYDRANT LEAD WITH NO ADDITIONAL CONNECTIONS. TRAFFIC RATED COPPERHEAD SNAKEPITTEST STATION OR 3. EXTENSIONS SHALL BE A MINIMUM 2 SQUARE BEET OF BEARING AREA OF CONCRETE ON UNOISTUREED SOIL, OR AS DIRECTED BY THE ENGINEER. 9. HEIGHT OF FIRE HYDRANT MEASURED FROM THE STEAMER APPROVED EQUAL OF ONE (1) FOOT LONG. 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL NOZZLE SHALL BE 18 TO 24 INCHES ABOVE NEAREST FINAL GRADE. 8. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY 4. VALVE BOX LIDS LOCATED ON CONCRETE HAS REACHED 7 DAY STRENGTH. :„•. NOT GREATER THAN 460 INSTALLED WITH THE MAIN LINE CONSTRUCTION. VALVES TO ISOLATE FIRE -BACK FILL 7. METERS AND VALVE BOXES SHALL BE PLACED BY THE CITY UPON PAYMENT OF FEE. TMT -A SUPPRESSION LINES FROM PUBLIC WATER LINES SHALL BE AMPr4 5. ALL PIPE WILL BE LAID $0 AS THE ENTIRE SARRELL WILL HAVE FULL BEARING ON THE FINE GRADED •A, USA, LL562 LOCKABLE LID. BBOTT0FI LLHOES SHALL BE CUT FORTRCy 1.5 COMPLETION OF CONSTRUCTION. AMERICAN FLOW CONTROL TRENCH ADAPTER OR AN APPROVED EQUAL FLN0BELL TRAFFIC RATED COPPERHEAD SNAKEPTEST STATION OR 1.5 WATER ISTANDARD FIRE HYDRANT APPROVEE D EQUAL VALVE BOX PER SPECS WITH BOX EXTENSION AS NEEDED VALVE BOX PER SPECS. STEAMER NOZZLE CHAINS f 2" SQUARE AWWA NUT EXTENSION WITH TO BE REMOVED BY TEE OR TAN CONTRACTOR PRIOR TO SLEEVE & W CITY'S ACCEPTANCE OF q A AS REQUIRE CPNTERING COLLAR. WORK. A 3'' `6" TERMINATE V TO 5' FROM TOP OF BOX. FlNISHED GRADE _ BURY LINE UARE AWWA NUT AS EQ'D- -V ARIES WITH ERING COLLAR. INATE 4' TO 5' $" STD. GATE VA E [STEEL TOPOOF BOX. WITH SS DAWWA 0900 INLE&(SEE NOT 8)s" MJ ANCHORPIPE PRESSURE PIPE BOLTS COUPLING CON RETE 14 ga. INSULATE BLOCKING GFR VEL -FILL COPPERTRACER . OR D.I. PIPE TPEA O i WIRE • , • , .- .. WEEP HOLE L � =` THRUSTBLOCK :.;:• • ' •.`,:, BLOCK AS DIRECTED. , MIN. DIMENSION APPROX. ATE VALVE EQUAL TO ONE BAG OF ✓ SACKRETE GATE "''VALVE & BOX 1' MIN. W1-00 ING 2" SQUARE x 2" HIGH LVE %OPERATING NUT TAPPIN & VALV BLOCK USING 12•'x' I REQUIRED MECHANICAL JOINT PRECAST CONCREI WITH SET SCREW BLOCK RETAINER GLANOS OR MEGA LUGS 6" X 12" GRAOELOK BLOCK AS DIRECTED W/M.J. SPLIT GLANDS OMO.AAL (ROTATE TO FINAL GRADE) TRAFFIC RATED ac REFER TO TECHNICAL SECTION COPPERHEAD 09 0312 FOR TRACER WIRE SNAKEPITTEST INSTALLATION STATION OR APPROVED EQUAL GROUND LEVEL-. E I 1415-W,4 , - li SQUARE SOCKET J 24" X 24" X 6- ATE VALVE 28 -DAY CONCRETE ✓ STRENGTH ■ 2000 psi WITH #4 BAR AROUND ALL VALVE BOX. 1415-W,4 , - li SQUARE SOCKET STANDARD FIRE HYDRANT 2" OIA INSIDE ATE VALVE 21W' DEPTH ((118" MIN WALL y NALVE BOX 'THICKNESS) INE S REOUIREO + DIAMETER PIPE. 1' MIN. SERVICE OR BETWEEN THE SERVICE ING 01 1,513.51 0.6 LVE GATE VALVE IREQUIRED 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR j�- 4'-1 i ANCHOR 90' BEND 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. GATE VALV WNALVE BOX i STANDARD FIRE HYDRANT y MARK EACH SERVICE END WITH METAL"T" POST PAINTED BLUE. Q + o ENGINEER. THE VOLUME OF CONCRETE s 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN BLOCKING SHALL NOT BE LESS THAN SHOWN 1.5 APPROVED EQUAL, FIRE. HYDRANT LOCATION, REALIGN AS NEEDED 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. TA SNDARD FIRE HYDRANT ASSEMBLY WI -02 VALVE OPERATING NUT 24 CONCRETE PAD EXTENSION MAX. METAL R TAPE (STD.) $"OlAx118'MIN THICKNESS STEEL METAL DETECTOR TARE I ) H1 1" DIA STEEL ROD SQUARE SOCKET UNDISTURBED DIRT 2" OIA INSIDE .,E 10 LU 21W' DEPTH ((118" MIN WALL TWO 3/8" SET SCREWS ON EITHER SIDE TO LOCK THE 'THICKNESS) OPERATING NUT. SCREWS DIAMETER PIPE. ARE TO BE FLUSH WITH SERVICE OR BETWEEN THE SERVICE OUTSIDE EDGE OF BOTTOM 01 1,513.51 0.6 SOCKET GATE VALVE EXTENSION NOTE: DIMENSION FOR CONCRET VARIES WITH WATERLINE 1 MIN. 14ga SOLID TRACER WIRE SHALL END - COPPER AT A TEST STATION. TYPICAL UTILITY PIPE TYPICAL UTILITY PIPE is TRACER WIRE MUST BE INSTALLED DEAD END - DIRECTLY ABOVE THE PIPE. UTILITY PIPE LOCATION MATERIALS .:.; . { •.•-•s.•'•' av �•v.' ' 12"MIN NOTES: 1. FURNISH AS SHOWN ON PLANS BLACK I AND ON ALL VALVE SIGN POSTS. TEXT----,[,,IWARNING 2. 10 UNDERGROUND PIPELINE CONTACT THE CITY 13EFORE EXCAVATING YELLOW BACKGROUND 4" VALV NO. N 2" BLACK PRESSURE I V TO BE ADDED AFTER - - t��1 tij; LINE I Ms T SCHEDULE UNDISTURBED DIRT COMPACTED .,E 10 LU SELECT FILL MEGALUG 1n ns($1411o.. PIPE DIAMETER PIPE. 6" MIN. •• 1 SERVICE OR BETWEEN THE SERVICE 4'-0" 01 1,513.51 0.6 8' BLUE, HEAVY DUTY, WING CHANNEL POSTVALVE BOX AND SHAFT EXTENSION INLENGTH. NOSEDDING SAND IN THISAREA. .:.; . { •.•-•s.•'•' av �•v.' ' 12"MIN NOTES: 1. FURNISH AS SHOWN ON PLANS BLACK I AND ON ALL VALVE SIGN POSTS. TEXT----,[,,IWARNING 2. 10 UNDERGROUND PIPELINE CONTACT THE CITY 13EFORE EXCAVATING YELLOW BACKGROUND 4" VALV NO. N 2" BLACK PRESSURE I V TO BE ADDED AFTER - - t��1 tij; LINE I Ms SF,OTION A A CONCRETE ► THRUST BLOCK : r , RESTRAINED JOINT 6" M. J. ELL PLACED ON NOTE: W/ THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING COMPACTION WITHIN LIMITS AND REDUCER AS REQUIRED END OF LINE BLOCKING SOF TANDARD BE 95% ASTM ORDDENStTYPER IN-LINE BLOW OFF` ASSEMBLY ASTM D698 NOTE: W3-00 FW -mi IN BRONZE INSECT SCREEN r GALV. ELL 1 UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/S.S. HOSE CLAMP �` I SIDES OF COPPER PIPE, GALV. NIPPLE REMOVE AND DISCARD AIR RE REAKE ACUUM 1 I AFTER USE VALVE BOX AND SHAFT EXTENSION 2. PAYMENT FOR BIO ITEM OF "AIR RELEASE VALVE" BREAKER VALVE 1 � MJ PLUG SHALL NT FOR 8 ALL MATERIALS, AS SHOWN IN VALMATIC MODEL 101 1 ") 2" METER BOX WITH I i EXIST. GRADE 4 -0" CAST IRON VALVE BOX COVER DETAIL, INCLUDING MAINLINE TAPPING SADDLE. OR MODEL 102 I2") OR CAST IRON LID I 1 APPROVED EQUAL I I�SCH. 40 GALV. PIPE 2' X 4' X $" CONCRETE SLAB 3. PIPE SIZE SHALL BE 1" OR 2". 11 AFTER BLOW -OFF "" 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY MALE QUICKAMERICAN FLOW CONTROL THE ENGINEER EXIST. GRADE /INSTALL CONNECTION & CAP TRENCH ADAPTER 1 OR AN APPROVED HOT -BOX POLY ROX EQUAL MODELPHRI (1")WITH,rr- PIPEMROVEDL HEAT OR MODEL PHR2 (2� BRASS BALL VALVE WITH HEAT OR APPROVED MJ TAPPED CAP EQUAL IRON PIPE THREAD COMPRESSION DALAVE�NG ANBLLVBRASS THREAD PIPE WATER COPPER EXPOSED TO MAIN 4" X 3' X 3' CONCRETE PAD FOR 1 " PIPE CONCRETE SHALL BE BRASS ELL MJAP TPED CAP 4" X 5' X 3' CONCRETE PAO FOR 2"PIPE SLEEVED WITH APPROVED COPPER PIPE SLEEVING " CONCRETE BLOCKING TO TYPE "K" COPPER TUBING BE IN ACCORDANCE WITH WATER 4" M. J. ELL PLACED ON CONCRETE BLOCKING TO DETAIL W3-00 MAIN UNDISTURBED SOIL BE IN ACCORDANCE WITH DETAIL W3.00 BRASS NIPPLE 4" END OF LINE TAPPING SADDLE W/ CORPORATION STOP. 2H BLOW -OFF RISER BLOW -OFF AIR RELEASE VALVE & VACUUM CHECK VAL`'E W3.02 tiV3_(}3 W3-04 THRUST BLOCK NOTES: T SCHEDULE A PIPELINE WARNING SIGN .,E 10 LU NOTES: PRESSURE OF 200 psi FOR 24" AND SMALLER INNER 1n ns($1411o.. I. NO SPLICES IN COPPER TUBING WILL BE ALLOWED FOR SINGLE DIAMETER PIPE. VALVE IDENTIFICATION SIGN SERVICE OR BETWEEN THE SERVICE 4'-0" 01 1,513.51 0.6 8' BLUE, HEAVY DUTY, WING CHANNEL POSTVALVE BOX AND SHAFT EXTENSION INLENGTH. NOSEDDING SAND IN THISAREA. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR j�- 4'-1 CAST IRON VALVE BOX COVER TO PRESSURE TEST LINE IMMEDIATELY AFTER THE 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 2'xaxs" ' STREET CROSSINGS HAVE BEEN INSTALLED.3. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY 2.0 MARK EACH SERVICE END WITH METAL"T" POST PAINTED BLUE. FIELD WHERE AND AS DIRECTED BY THE CONCRETE SLAB I ENGINEER. THE VOLUME OF CONCRETE 2' X 4' X B" CONCRETE SLAB 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN BLOCKING SHALL NOT BE LESS THAN SHOWN 1.5 APPROVED EQUAL, HERE. 0.6 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. 4'-0" 8. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE 0.1 :„•. NOT GREATER THAN 460 INSTALLED WITH THE MAIN LINE CONSTRUCTION. HORIZONTAL THRUST BLOCK SCHEDULE -BACK FILL 7. METERS AND VALVE BOXES SHALL BE PLACED BY THE CITY UPON PAYMENT OF FEE. & PLUG TO PREVENT CONCRETE FROM S ICKINfl TO PLUG. 8, LOT CORNERS SHALL BE MARKED WITH A LATH 6,8" UNDER THE SUPERVISION F A RPLS UPON 1.6 1.5 COMPLETION OF CONSTRUCTION. AMERICAN FLOW CONTROL TRENCH ADAPTER OR AN APPROVED EQUAL 6" OIP WIRETAINING GLAND AT BEND AND 10,12" 1.5 1.5 1.5 PLUG. 0.1 SF,OTION A A CONCRETE ► THRUST BLOCK : r , RESTRAINED JOINT 6" M. J. ELL PLACED ON NOTE: W/ THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING COMPACTION WITHIN LIMITS AND REDUCER AS REQUIRED END OF LINE BLOCKING SOF TANDARD BE 95% ASTM ORDDENStTYPER IN-LINE BLOW OFF` ASSEMBLY ASTM D698 NOTE: W3-00 FW -mi IN BRONZE INSECT SCREEN r GALV. ELL 1 UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/S.S. HOSE CLAMP �` I SIDES OF COPPER PIPE, GALV. NIPPLE REMOVE AND DISCARD AIR RE REAKE ACUUM 1 I AFTER USE VALVE BOX AND SHAFT EXTENSION 2. PAYMENT FOR BIO ITEM OF "AIR RELEASE VALVE" BREAKER VALVE 1 � MJ PLUG SHALL NT FOR 8 ALL MATERIALS, AS SHOWN IN VALMATIC MODEL 101 1 ") 2" METER BOX WITH I i EXIST. GRADE 4 -0" CAST IRON VALVE BOX COVER DETAIL, INCLUDING MAINLINE TAPPING SADDLE. OR MODEL 102 I2") OR CAST IRON LID I 1 APPROVED EQUAL I I�SCH. 40 GALV. PIPE 2' X 4' X $" CONCRETE SLAB 3. PIPE SIZE SHALL BE 1" OR 2". 11 AFTER BLOW -OFF "" 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY MALE QUICKAMERICAN FLOW CONTROL THE ENGINEER EXIST. GRADE /INSTALL CONNECTION & CAP TRENCH ADAPTER 1 OR AN APPROVED HOT -BOX POLY ROX EQUAL MODELPHRI (1")WITH,rr- PIPEMROVEDL HEAT OR MODEL PHR2 (2� BRASS BALL VALVE WITH HEAT OR APPROVED MJ TAPPED CAP EQUAL IRON PIPE THREAD COMPRESSION DALAVE�NG ANBLLVBRASS THREAD PIPE WATER COPPER EXPOSED TO MAIN 4" X 3' X 3' CONCRETE PAD FOR 1 " PIPE CONCRETE SHALL BE BRASS ELL MJAP TPED CAP 4" X 5' X 3' CONCRETE PAO FOR 2"PIPE SLEEVED WITH APPROVED COPPER PIPE SLEEVING " CONCRETE BLOCKING TO TYPE "K" COPPER TUBING BE IN ACCORDANCE WITH WATER 4" M. J. ELL PLACED ON CONCRETE BLOCKING TO DETAIL W3-00 MAIN UNDISTURBED SOIL BE IN ACCORDANCE WITH DETAIL W3.00 BRASS NIPPLE 4" END OF LINE TAPPING SADDLE W/ CORPORATION STOP. 2H BLOW -OFF RISER BLOW -OFF AIR RELEASE VALVE & VACUUM CHECK VAL`'E W3.02 tiV3_(}3 W3-04 THRUST BLOCK NOTES: T SCHEDULE A 1. ALL CALCULATIONS ARE BASED ON INTERNAL .,E 10 LU NOTES: PRESSURE OF 200 psi FOR 24" AND SMALLER INNER 1n ns($1411o.. I. NO SPLICES IN COPPER TUBING WILL BE ALLOWED FOR SINGLE DIAMETER PIPE. 1 1.612.51 0.3 SERVICE OR BETWEEN THE SERVICE 2. ALL BEARING SURFACES OF THRUST BLOCKS 01 1,513.51 0.6 SADDLE AND THE WYE FOR DOUBLE SERVICE. SHALL BE PLACED AGAINST UNDISTURBED INLENGTH. NOSEDDING SAND IN THISAREA. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR EARTH OR ROCK. 1.5 TO PRESSURE TEST LINE IMMEDIATELY AFTER THE 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 1.0 STREET CROSSINGS HAVE BEEN INSTALLED.3. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY 2.0 MARK EACH SERVICE END WITH METAL"T" POST PAINTED BLUE. FIELD WHERE AND AS DIRECTED BY THE DIA AGRAIN UNDISTURBED ENGINEER. THE VOLUME OF CONCRETE [22.5-11 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN BLOCKING SHALL NOT BE LESS THAN SHOWN 1.5 APPROVED EQUAL, HERE. 0.6 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500 pal. 8. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE 0.1 NOTE: INSTALLED WITH THE MAIN LINE CONSTRUCTION. HORIZONTAL THRUST BLOCK SCHEDULE USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE 7. METERS AND VALVE BOXES SHALL BE PLACED BY THE CITY UPON PAYMENT OF FEE. & PLUG TO PREVENT CONCRETE FROM S ICKINfl TO PLUG. 8, LOT CORNERS SHALL BE MARKED WITH A LATH 6,8" UNDER THE SUPERVISION F A RPLS UPON 1.6 1.5 COMPLETION OF CONSTRUCTION. BEND SIZE A B C E G VOLUME PAVEDAREAS SEE DETAILS FOR OPEN CUT STREET'S. (Details ST4.a, Swi ST4-02). THIS N07FDOES NOTAPPLYTOSTREEtSBE1NC•7'RECONBTRUCTED. 5.0 1.5 1.5 (�_ ® CEMENT STABILIZED SAND COMPOSEDOFCEmENTSAAID ORNATIVEMATERIAL DEPEND/NGONEMBEDMENT. BLOCKSHALL BESFEET 0.4 INLENGTH. NOSEDDING SAND IN THISAREA. 10,12" 6.5 2.5 1.5 4" T '. 1.0 UNDISTURBED SOIL PIPE 6,8" 2.0 2.0 1.5 DIA AGRAIN UNDISTURBED 0.2 [22.5-11 0,12" 3.5 2.5 1.5 J1,24.0 ARIM1S TO BE P- VED 0.6 6,8" 1.5 1.6 1.6 8. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY 0.1 PAVING R PALATING PLACED AT THE END OF EACH WORKING 10,12"2.0 2.5 1.5 0.3 6,8" 1.0 1.6 1.5 0.1 10,12" 1.5 1.5 1.5 0.1 THRUST BLOCK DETAILS 7M TMUSTBLOGK TYPICAL HORIZONTAL THRUST BLOCK W2-oo NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER. 4. WITH CROSSING SUCH THAT THE CARR EINSTALLED PIPE CAN BE PULLED ABOVE THE PARALLEL MAIN. 2-0" MIN. ENCASEMENT 2' OPEN CUT LIMIT OR \-CORP STOP WATER LINE I 5' i BIC STRAIGHT BALL VALVE WI PLUG Z (2 FOR DOUBLE SERVICE) (1p.112" BALL VALVE C1NLi6 OUBLE SERVICE v -----4'MIN.------ _ z *SEE TECHNICAL SECTION 331213 VIEW A 14 p CD FOR MATERIAL REQUIREMENTS DOUBLESERVICE Lu -CONC. CURB & GUTTER 4' WATER SER (5I14RTrtNDL4NGS)IFJ CARRIER PIPE --1 L 1 -PC. PULL -ON WATER TIGHT NEOPRENE END SEAL W/ STN. STL. PS IMPS "APS" OR <A 61 I.- 't-1" MIN. SPACER PROVIDE 4-- RUNNERSAT BOTTOM STRUCTURAL BACKFILL AREA INSULATED; "APS, INC., MOD SSIB" OR"CASCADE" C ALSING D W2-02 NOTE: 61ECE, VALVE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY LVE BOX STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRU ION 2. STEEL CASING SHALL SEAS SPECIFIED IN THE TECHNICAL SPECIFIC TIONS. 3. DRY BORING IS REQUIRED. 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN TIES INTO WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE HE PARALLEL APPING MAIN. - WATER LINE CUT GATE VALVE 3'-0"MIN' I SI OPEN CUT Y OR BORED AS DIRECTED BY STEEL CASING THE ENGINEER AS REQUIRED CARRIER PIPE TYPICAL URBAN CITY STREET CROSSING SELECT MATERIAL _ (1) GRANULLqAR MATERIALqq OFDETRIMENTA QUANTIKTIES OF CLARY DEBRIS WHICH IS MATERIAL AND WHICH, WHEN TESTED i#Y STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 85 MINIMUM PERCENT PASSING 314" SIEVE t00 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HA)WD. © CEMENT STABILIZED SAND GATE 4-00 IAL GROUND OR - JM OF SUB -GRADE W -O" BELOW DITCH FLOW 1 A 2" MIN: 24" MAX. ►LVE MI i 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 4_-t 11W vA"dCACB t.nre W2-01 LR. STEEL CASING ADJUSTABLE FDP RUNNERS TO MAINTAIN 1" MAX CLR. 309 MIr AX rl� STEEL CASING 8" WIDE BAND STAINLESS STEEL {TYPE 804} NEOPRENE INSULATION SLEEVE ���►-/j BETWEEN PIPE AND BAND POLYMER RUNNER (TYP) IL W2 -o3 � GATE VALVE WNALVE BOX TEE OR TAPPING SLEEVE& VALVE AS REQUIRED WATER LINE ..� STEEL CASING J CARRIER PIPE -J TYPICAL RURAL STREET CROSSIN 4-01 NOTES: X X 2• PAVEDAREAS SEE DETAILS FOR OPEN CUT STREET'S. (Details ST4.a, Swi ST4-02). THIS N07FDOES NOTAPPLYTOSTREEtSBE1NC•7'RECONBTRUCTED. tow #-THRUST -- Q SELECT MATERIAL (�_ ® CEMENT STABILIZED SAND COMPOSEDOFCEmENTSAAID ORNATIVEMATERIAL DEPEND/NGONEMBEDMENT. BLOCKSHALL BESFEET 8"-12" MAX. „ 8 -12"MAX` INLENGTH. NOSEDDING SAND IN THISAREA. PIPE B ((MANUALLY CONSOLIDATE bl aAT OPTIMUM MOISTURE) •.: JOINT 4" T '. 4. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE WITH ANSI/AWWA CIS0lA21.60 UNDISTURBED SOIL PIPE -INNER p\ C POUR CONCRETE DIA AGRAIN UNDISTURBED W' MIN.M 2" MAX SECTIOA' I-ek NT 7M TMUSTBLOGK TYPICAL HORIZONTAL THRUST BLOCK W2-oo NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER. 4. WITH CROSSING SUCH THAT THE CARR EINSTALLED PIPE CAN BE PULLED ABOVE THE PARALLEL MAIN. 2-0" MIN. ENCASEMENT 2' OPEN CUT LIMIT OR \-CORP STOP WATER LINE I 5' i BIC STRAIGHT BALL VALVE WI PLUG Z (2 FOR DOUBLE SERVICE) (1p.112" BALL VALVE C1NLi6 OUBLE SERVICE v -----4'MIN.------ _ z *SEE TECHNICAL SECTION 331213 VIEW A 14 p CD FOR MATERIAL REQUIREMENTS DOUBLESERVICE Lu -CONC. CURB & GUTTER 4' WATER SER (5I14RTrtNDL4NGS)IFJ CARRIER PIPE --1 L 1 -PC. PULL -ON WATER TIGHT NEOPRENE END SEAL W/ STN. STL. PS IMPS "APS" OR <A 61 I.- 't-1" MIN. SPACER PROVIDE 4-- RUNNERSAT BOTTOM STRUCTURAL BACKFILL AREA INSULATED; "APS, INC., MOD SSIB" OR"CASCADE" C ALSING D W2-02 NOTE: 61ECE, VALVE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY LVE BOX STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRU ION 2. STEEL CASING SHALL SEAS SPECIFIED IN THE TECHNICAL SPECIFIC TIONS. 3. DRY BORING IS REQUIRED. 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN TIES INTO WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE HE PARALLEL APPING MAIN. - WATER LINE CUT GATE VALVE 3'-0"MIN' I SI OPEN CUT Y OR BORED AS DIRECTED BY STEEL CASING THE ENGINEER AS REQUIRED CARRIER PIPE TYPICAL URBAN CITY STREET CROSSING SELECT MATERIAL _ (1) GRANULLqAR MATERIALqq OFDETRIMENTA QUANTIKTIES OF CLARY DEBRIS WHICH IS MATERIAL AND WHICH, WHEN TESTED i#Y STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 85 MINIMUM PERCENT PASSING 314" SIEVE t00 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HA)WD. © CEMENT STABILIZED SAND GATE 4-00 IAL GROUND OR - JM OF SUB -GRADE W -O" BELOW DITCH FLOW 1 A 2" MIN: 24" MAX. ►LVE MI i 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 4_-t 11W vA"dCACB t.nre W2-01 LR. STEEL CASING ADJUSTABLE FDP RUNNERS TO MAINTAIN 1" MAX CLR. 309 MIr AX rl� STEEL CASING 8" WIDE BAND STAINLESS STEEL {TYPE 804} NEOPRENE INSULATION SLEEVE ���►-/j BETWEEN PIPE AND BAND POLYMER RUNNER (TYP) IL W2 -o3 � GATE VALVE WNALVE BOX TEE OR TAPPING SLEEVE& VALVE AS REQUIRED WATER LINE ..� STEEL CASING J CARRIER PIPE -J TYPICAL RURAL STREET CROSSIN 4-01 AW BEDDING AND TRENCH FOR DI PIPE &PVC PIPE CITY OF BRYAN T1�e Grxxl Life, Texas ShIle" W4-02 GENERAL NOTES: L EROSION CONTROL MEASURES SHOULD BE CLEANED OF .T AFTER EVERY RAIN, TABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. DRAWN BY: C.L.M. DATE; 08-01-121; SCALE: N T S APPROVED: W. P.IIK• FIGURE: SHEET 1 OF 2 NOTES: I. FORSEDDINGAND TRENCHING WITHINALLEXISTING 2• PAVEDAREAS SEE DETAILS FOR OPEN CUT STREET'S. (Details ST4.a, Swi ST4-02). THIS N07FDOES NOTAPPLYTOSTREEtSBE1NC•7'RECONBTRUCTED. QSELECT MATERIAL 2. EVERymFEETPROVIDEAWATERSTOPBLOCX -- Q SELECT MATERIAL (�_ ® CEMENT STABILIZED SAND COMPOSEDOFCEmENTSAAID ORNATIVEMATERIAL DEPEND/NGONEMBEDMENT. BLOCKSHALL BESFEET 8"-12" MAX. „ 8 -12"MAX` INLENGTH. NOSEDDING SAND IN THISAREA. ®A MANUALLY CONSOLIDATE T OPTIMUM MOISTURE) B ((MANUALLY CONSOLIDATE bl aAT OPTIMUM MOISTURE) 3. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE WITH ANSIIAWWA STANDARDS FOR PVC PIPE, 4" 4" 4. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE WITH ANSI/AWWA CIS0lA21.60 UNDISTURBED SOIL PIPE j j L pleg UNDISTURBED SOIL S. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. D.D. PLACE METAL -'•i O.D. 6. RELATIVE COMPACTION SHALL BE TESTED IN THE PRESENCE OF THE CITY ENGINEER. DETECTOR $" MIN.112" MAX. TAPE AT A MINIMUM OF 24" W' MIN.M 2" MAX ABOVE TDP OF PIPE T. BUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THE WORK, EITHER INSIDE OR NON STRZTCI'£IRAI, ARIM1S TO BE P- VED OUTSIDE Y SI CONTAORIGHT-OF-WAY, SHALL BE CONTROLLED ARFASOT(R*( S7'TS TO BE 8. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY jW, 70N,4`TRT.TCT.�J� PAVING R PALATING PLACED AT THE END OF EACH WORKING AW BEDDING AND TRENCH FOR DI PIPE &PVC PIPE CITY OF BRYAN T1�e Grxxl Life, Texas ShIle" W4-02 GENERAL NOTES: L EROSION CONTROL MEASURES SHOULD BE CLEANED OF .T AFTER EVERY RAIN, TABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. DRAWN BY: C.L.M. DATE; 08-01-121; SCALE: N T S APPROVED: W. P.IIK• FIGURE: SHEET 1 OF 2 NOTES: le SS straps,CC threads6 Service saddle, 1� NOTES: �7 Brass coupling I.P.S. - 2" 7 Brass all thread I.P.S. -1-112" (� 1 4- Service sad a SS stra s C C Threads di A, lnsfalled per manufacturer's 5 Meter box valve: u 5 =Ford Angle Stop - BAi3-342W - i 6A = Ford Straight Stop 011-444W 1 Service saddle SS etre Ps. CC three ds Installed per manufacturer's All types: 6 Q Meter box valve 6 -Ford Angle Stop - BA-13-444WCE -1 " SA m Ford Straight Stop - 811.444W -1" Q) recommendations. All main types: 0 Meter box and lid: Old Castle meter box, CI lid with Reader #66 - -1" Ford male adapter- C84 -77-Q- 2" recommendations. main 0 Meter box valve: round valve box 4113RT Smith Blair 317Smith Q Brass bushing IPS - i" x 3/4" Bail valve Blair 317 ©Meter nipple - C38-44-2-625 - i" t� Corporation Stop: Ford FB 1000-4-0 -1"i� Meter Hippie • C38-23.2.6 - 314" Corporation Stop: Ford FS 1000.4-0 -1" ®Meter box and lid: Old Castle meter box, 0 Service tubing: Type K copper- soft. 1" V Meter box and lid; Old Castle meter box, Q Service tubing: Type K copper - soft- i" Cl lid with Reader#36 ® Ford male adapter - C84 -44-Q -1" Cl lid with Reader #36 ® Ford male adapter - 084.44-Q-1" CUSTOMER VANE r --CUSTOMER 2E CITY OF BRYAN STRAIGHT OR ANGLE TAP - 3/441 W6-00 NOTES: le SS straps,CC threads6 Service saddle, 1� Service saddle, SS straps, CC threads �7 Brass coupling I.P.S. - 2" 7 Brass all thread I.P.S. -1-112" (� installed per manufacturer's recommendations. All main types: 8 0 Swivel nut- C38.77 - 2" ® Meter adapter- BEIM 66 -1-112" Smith Blair 317 ® Meier adapter - SEIM 77 - 2" 2iJ Corporation Stop: Ford FS 1000.7-0 thread) 2" 1@ Brass nipple I.P.S. - 2" x 9" Q) (cc - Service tubing: Type K copper - cu - soft- 2" 0 Meter box and lid: Old Castle meter box, CI lid with Reader #66 I& Ford male adapter- C84 -77-Q- 2" ® Meter box and lid: Old Castle 12" 0 Meter box valve: round valve box 4113RT 12,000 6 = Ford Angle Stop - BA -11-777W - 2" ter - C84-66-1-112" Bail valve 6A r Ford Straight Stop - 011-777W - 2" Meter box valy 5 =Ford Anggi 61a =ford Stra' () Brass nipple I.P.S. - 2" x 6" CITY OF BRYAN STRAIGHT OR ANGLE TAP - 2i1 ISTOMER LVE W6-03 CUSTOMER VALVE 1 a le SS straps,CC threads6 Service saddle, - C 66.2.676 -1-112 ' 1 nut- 3& Swive n CSB -23-2-5 Installed per manufacturer's recommendations. All main types: 7 Brass all thread I.P.S. -1-112" (� 314" x 12" Long Smith Blair 317 ® Meter adapter- BEIM 66 -1-112" 2U Corporation Stop: Ford FB 1000.6-Q -1-112" a Meter box and lid: Old Castle meter Q Service tubing: Type K copper -soft -1-112" box, Cl lid with Reader #65 I@ Ford male adapter - C84 -66-Q -1-112" CSB -77 Q5 Meter box valve: 11'-0" 6'-0" 5 ■ Ford Angle Stop - BA -11 -666W -1.1J2" GA - V. c -..f -Li Q►-... _ 044_CCC"U_ 4_4103 12,000 1 -CUSTOMER VALVE ig TOMER E CITY OF BRYAN CITY OF BRYAN STRAIGHT OR ANGLE TAP - 1" STRAIGHT OR ANGLE TAP - 1-1/211 VtT6-U Z1 W6-02 NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL, 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 4. EXISTING METER BOXES ARE TO BE REMOVED. THE NEW METER BOXES SHALL BE OLD CASTLE. i�rrr-r�unnu,�nr METER NUT SIZE rnri"nwr FORD PART NO. 314"x 2.5" Lon CSB -23-2-5 314" x 3" Long C38 -23-S 314" x 12" Long C38-23-12 1" x 2.625" Long 6'-0" 1" x 8.5' tang C38-4448-5 1- Meter Nipple C38-66-2-875 1-112" Meter Bushing BBIM-66 2" Meter Ni a CSB -77 2" Meter Bushing OBiM-77 METER SWIVEL NUT OR NI ANGLE VIEW A -A DOUTMSER11IOE ANGLE STOP A 1.112" BALL VALVE -- , (FOR F (FiO YDOUBLE SERVICE CITY OF BRYAN WATER SERVICE RECONNECTION W Z r -WATER METER i -1-1J2" X 1" BRASS WYE (1 FOR DOUBLE SERV.) EL 1 LE j Psi PIPE W6-04 NOTES: Service saddle, straps, C threads Brass bushing IPS -1n x t4 " installed per manufacturer's recommendations. 7 Meter nipple - C38-23-2-5 - 814" All main types: Cambridge 800 Series or ppl Ford $701600 6 Bait valve Q Corporation Stop: Ford FB 1000.41 Meter box and lid: Old Castle meter 3 Service tubing: Type K copper- soft- i" box, CI lid with Reader #36 4 Ford male adapter - C64-44-1" 5 Meter box valve: CUSTOMER 6 = Ford Angle Stop - BA13-842W -1" 5A = Ford Straight Stop - 811-444W - i" VALVE CUSTOMER VALVE 641 SPECIAL CONDITIONS 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES 2. FLOOR OF VAULT WILL BE A MINIMUM OF 61NCHES FROM: PIPING APPARATUS OR METER WITHIN THE VAULT. 3. REINFORCED CONCRETE VAULT BASE (FLOOR) SHALL BE STANDARD BAR ON 12INCH CENTERS WITH AMINIMUM�BASE TRIC 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT I MECHANICAL JOINT PIPE. 6. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VAL 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE V W1FLG. SPOC NRS FLG GATE VALVE (TYP-2) SENSUS G2 0 hli PIAN W, 97 CONCRETE LID W/ 36"x60" SINGLE LEAF GALVANIZED STEEL HATCHWAY (H-20 RATED) GRAVEL BED ELEVATION HEW NOTES: Service saddle, SS straps, CC threads 12Meter nipple -C38414-2-625 -1" Installed per manufacturer's 8 Bail valve recommendations. All main types: Cambridge 800 Series or Ford-S701S90 3 Meter box and lid: Old Castle meter box, @ Corporation Stop: Ford FB 1000.41" CI lid with Reader 036 3 Service tubing: Type K copper- soft -1" 4 Ford male adapter - C84-44-1" 5 Meter box valve: 5 = Ford Angle Stop - BA43.444W -1" CUSTOMER 5A = Ford Straight Stop 811.444W -1" VALVE I - F"_R iftfw,- U CUSTOMER VALVE 12' SQ SUMP WI CA GRATE AND OPTiC CITY O METE FINISHED GRADE. I OF ANY IUCTEO USiNG A 5 OF 6 INCH! FITTING ON T. MODEL SIZE L1 W1 H4 VV ME DMC -CSS 3" 8'-' 6'-0" V-6" 12,000 OMC-CS4 4" S'-8" 5'-0" 4=4" 12,000 DMC -CSS 6" 11'-0" 6'-0" 4`-9" 12,000 RS GATE VALVE PYP 2) '`- MFG: PARK EQUIP. CO. MODEL: DMC -CS APPROVED 3" OR LARGER COMPOUND METERS, VAULTS & MATERIALS ROD (TYP) APPROVED METERS - SENSUS SRH (U. S. GALLONS) APPROVED VAULTS - PRE -CAST CONCRETE VAULT WI ADEQUATE ACCESS AND VAULT DIMENSIONS FOR METER SELECTED APPROVED MATERIALS - DUCTILE IRON PIPE WITH MECHANICAL JOINT. SETSCREW RETAINER GLANDS WILL BE BASED ON ALL M.J. FITTINGS. ILE IRON (TYP) ANY DEViATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, VAULTS OR MATERIALS MUST BE SUBMITTED TO THE DIVISION MANAGER WATER SERVICES, 72 HOURS PRIOR TO ANTICigXil ED DEVIATION. COLLEGE STATION VAULT ASSEMBLY W5-00 NOTES: Service saddle, SS straps, CC threads (9) Swivel nut - C8&77 - 2" i i� ice saddi Service 8 CC threads 5 straps, Swivel nut -CSB -66-2-875-1-112" 6 I n S90 Instailed per recommends anufacturer's s. All main 4"s -Brass all thread I.P.S. -1-1/2 .. © Meter box and lid, Old Castle meter Cambridge 80 Series or Ford S%1890 �8 Meter adapter - BSIM 66 -1412" ® Corporation p: Ford FS 1000-6-1-112" (J9 Meter box and lid: Old Castle meter 3 Service tubing Type K copper- soft -1.1J2" box, CI lid with Reader #66 4 Ford male ada ter - C84-66-1-112" Bail valve 5 Meter box valy 5 =Ford Anggi 61a =ford Stra' 3 (Stop - FV4 3-BSBW -1-112" ht Stop - 811-606W -1-112" CUSTOMER VALVE e 0 3 CUSTOMER VANE 1 0 CITY OF COLLEGE STATION CITY OF COLLEGE STATION CITYOF COLLEGE STATION STRAIGHT OR ANGLE TAP - 3/411 STRAIGHT OR. ANGLE TAP - 11' STRAIGHT OR ANGLE TAP - 1-1/211 W7-00 1� Service saddle, SS straps, CC threads (9) Swivel nut - C8&77 - 2" 038-23-2-5 installed permanufacturees recommendations. . Cambridge 800 Series or Ford S70 g Meter adapter-BBIM 77 - 2" @ 314" x 12" Long S90 Brass nipple I.P.S. - 2" x 3" 0 Corporation Stop: Ford FB 1000-7 (cc thread) - 2" © Meter box and lid, Old Castle meter Q Service tubing: Type K copper- cu - soft - 2" box, CI lid with Rader #65 ® Ford male adapter- 08477- 2" ® Meter box and lid- Old Castle 12" round valve box #3RT © Meter box valve: 5 = Ford Angle Stop - FV -43-777W - 2" 5A = Ford Straight Stop - B11 -777W - 2" Bali valve Brass nipple I.P.S. - 2" x 6" (7] Brass coupling I.P.S. - 2" CUSTOMER VALVE CUSTOMER VALVE NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 3. ALL SERVICE WYE$ & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 4. EXISTING METER BOXES ARE TO BE REMOVED. THE NEW METER BOXES SHALL BE OLD CASTLE. METER NUT SIZE FORD PART NO. 314" x 2.5" Long 038-23-2-5 314" x 3" Long C3&23-3 314" x 12" Long 038-23.12 1" x 2.625' Long C38.44-2-626 1" x 8.6" Long CSB -44-8-5 1412"MeterNi le C3848-2-875 1-112" Meter Bushing BBIM-S6 2" Meter Ni pie C3&77 2" Meier Bushing BBIM-77 SWIVEL NUT OR NIPPLE ANGLE STOI Y) IVIF.TTTA-A DOUBIIE SERUICE ANGLE STOP CITY OF COLLEGE STATION � STRAIGHT OR ANGLE TAP - 211 CITY OF COLLEGE STATION WA'T'ER SERVICE RECONNECTION FV7-U3 BOXER w 2 WATER O METER , �1 -METER SWIVEL t NUT OR NIPPLE <VA TYPE "K" COPPER PIPE (2 FOR DOUBLE SERVICE) "X1"BRASSWYE R DOUBLE SERV.) CITY OF BRYAN ne Gticd iai"e, Texas Shle.- DRAWN BY: C.L.M. DALE: 08-01-12 SCALE: N T S APPROVED: W11 P. K. FIGURE: 7-04 SHEET 2 OF 2 20 10 0 20 SCALE IN FEET UTILW DEMAND WATER DEMAND PER BUILDING MINIMUM 0 GPM AVERAGE 9 GPM MAXIMUM (PEAK) 35 GPM 1 DOMESTIC WATER METER SANITARY SEWER DEMAND (0 909 OF WATER DEMAND) AVERAGE 8 GPM MAXIMUM (PEAK) 32 GPM 6" SANITARY SEWER UNE PAWJNG ANALYSIS (JonE Law FM) REQUIRED PARKING: 5,898 SF MEDICAL CLINIC 1 SPACE PER 200 SF 30 SPACES 30 SPACES REQUIRED TOTAL 1 HANDICAP SPACE REQUIRED 9' WIDTH, 18' LENGTH TYP. PROPOSED PARKING: 10 SPACES PARKING DEDICATED 19 SPACES FROM SHARED PARKING 1 SPACE HANDICAP PARKING DEDICATED 30 SPACES TOTAL LANDMENNNENNNONFRE ME LANRE RE own EASTING EXISTING ELECTRICAL TRANSFORMER- - - - - _ - - - - - - - - - GAS UNE -I .. I EMSIIINGFIRE2I I mmAANT VL [if 1 i I -36 -4-+.1 !1� S. �Ilw MIN. B+ 3Q' MtN.-� 6" BIKE FLACK DETAIL N.F.S SUMMARY - PARKING ANALYSIS (NORTH FOREST PROFESSIONAL PARK) 213 SPACES REQUIRED 224 SPACES PROVIDED 9 HANDICAP SPACES REQUIRED 10 HANDICAP SPACES PROVIDED 11 SPACES FOR FUTURE DEVELOPMEN THE SEAL APPEARING ON THIS r . DOCUMENT WAS AUTHORIZED BY Schultz Engineerinq, LLDEVEN L. DOYEN, P.E., LICENSE NO. 109835 2730 Longmire, Suite A Iftw DECEMBER 19, 2014 College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED` JOB NO. DATE KERR DLD DLD JPS 14-361 DECEMBER 2014 ----------�----- - -`"i 25 BUILDING SETBACK I I� I f I BUILDING 7.5' SETBACK BUILDING SETBACK i I I d C / - - --------�.` 15' BUILDING 1 ll SE78ACK / 1f / f . / 1 / BUILDING SETBACK INSET FIRM # 12327 SCHULTZ ENGINEERING, LLC f�F JONES LAW FIRM OFFICE NORTH FOREST SUBDMSION LOT 1E -R2, BLOCK 1 -COLLEGE STATION, TX SITE PLAN JONES LAW FIRM OFFICE NORTH FOREST SUBDIVISION BLOCK 1 LOT 1E -R2 0.377 ACRES (10420/238) MORGAN RECTOR LEAGUE, A--46 j COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1"=20' DECEMBER 2014 OWNER/DEVELOPER: APPLICANT/ENGINEER' SteNt ASSETS LLC SCHULTZ ENGINEERING, LLC. P.O. BOX 9262 TBPE Firm Reg. No. 12327 COLLEGE STATION, TX 77842 2730 Longmire Drive, Suite 'A College Station, Texas 77845 P.O. Box 11995 SURVEYOR: College Station, Texas 77842 (979) 764-3900 Brod Kerr, RPLS No. 4502 Kerr Surveying, LLC 409 N. Texas Ave. Bryan, Texas 77803; SCALE VERTICAL 1A HORIZONTAL 1°=20' PLOTTING SCALE: 1:1 FILE NAME: 14-361 �e SHEET 11 1 SITE SPECIFIC NOTES: i 1. THE OWNER OF THE PROPERTY IS SteNt ASSETS LLC . THE SUBJECT PROPERTY IS LOT 1E -R2, BLOCK 1 OF THE NORTH FOREST SUBDIVISION, PROPERTY IS ZONED A -P. _ 2. THE DISTURBED AREA FOR THIS PROJECT IS 0.426 ACRES (18557 'SF). 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE ' DRAINAGE & UTILITY PLAN. RESERVED 12"x18" REFt.ECTIVE FINISH METAL SIGN 4• LANDSCAPING AND IRRIGATION DESIGN ARE EXISTING. SEE THE ATTACHED PARKING LEITER AND LANDSCAPE PLAN FOR NORTH FOREST PROFESSIONAL PARK 1'_s• PHASE 11 (PROJECT NO. 7-500257). THE DR. RUDE SITE PLAN IMPROVEMENTS INCLUDED REMOVAL OF 6 NON -CANOPY TREES FOR A TOTAL OF 240 POINTS REMOVED. THE TOTAL LANDSCAPE POINTS REMAINING ARE 6,800 TOTAL POINTS WHICH IS GREATER THAN THE 3" Yx9" REFI.ECTNE FINISH METAL SIGN 53,757 REQUIRED FOR PHASE 2. ALL OTHER EXISTING LANDSCAPING SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. NO s' LANDSCAPING IS PROPOSED FOR PERMITTING, HOWEVER LANDSCAPING MAY BE PROVIDED ON SITE. + 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO I GALVANIZED S1EEI. TUBE COLUMN C.O.2x2 I SET IN CONCRETE FOOTING. PROVIDE TO GALVANIZED STEEL. CAP TUBE FOP OF TUBE PAINT TUBE AND CAP. CA 6. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC + i TYPE V -B OF 5,898 SF IS 2.000 GALLONS PER MINUTE. TWO HYDRANTS', + L - t tI ARE REQUIRED. THE EXISTING HYDRANTS WILL BE UTILIZED. 7. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. t I !N01ES: 8. ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS + COUNTY, TEXAS AND INCORPORATED AREAS MAP NUMBER 3' >i. ALL CHARACTERS MUST BE so" 48041 CO310--F EFFECTIVE APRIL 2. 2014. THE PROPERTY IS NOT MINIMUM ABOVE GRADE OR SIDEWALK. I LOCATED IN THE 100 YEAR FLOOD HAZARD AREA. I t 9. PUBLIC WATER AND SANITARY SEWER IMPROVEMENTS ARE EXISTING. + ADA SIGN DETAIL MA 10. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN % I COLLEGE STA11ON' 2012 STANDARD SPECIFICATIONS FOR WATER & SEWER I AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR t STREETS & DRAINAGE. t 1 ! 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT J . SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT, /� LEGEND DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. - - - - - -28 4- - - - - ExisnNc CONTOUR 12. ALL PARKING SPACES ARE 9' WIDE BY 18' DEEP WITH 2' OVERHANG 284- PROPOSED CONTOUR UNLESS NOTED OTHERWISE. BOUNDARY 13. THE DUMPSTER AND ENCLOSURE ARE EXISTING. -- -- PUBLIC UnUTY EASEMENT 1 14. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE - • - PRIVATE ACCESS EASEMENT WITH THE LIDO. .-....-....- .� .� --� LOT UNE 15. FOR THE PURPOSES OF SIGNAGE AND NRA STANDARDS, THIS -- FIRE LANE SUBDIVISION SHALL BE CONSIDERED ONE BUILDING PLOT. ST - ST EXISTING STORM SEWER PIPE 16. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION ST ST PROPOSED STORM SEWER PIPE UTILITIES SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES W EXISTING WATER UNE ELECTRICAL DESIGN FOR BV PLASTIC SURGERY. CSU ELCTRICAL CONTACT: SAM WEIDO W-8 PROPOSED WATER UNE ELECTRIC PROJECT COORDINATOR S-8 EXISTING SANITARY SEWER UNE CITY OF COLLEGE STATION UTILITIES 979-764-6314 S-8 PROPOSED SANITARY SEWER UNE 17. A KNOX BOX WILL BE REQUIRED ON THE BUILDING PER FIRE MARSHAL'Sil PROPOSED 6' DUMPSTER SCREEN FENCE REQUIREMENTS AND SPECIFICATIONS. PROPOSED BUFFER WALL. GAS GAS PIPELINE GENERAL -NOES: EXISTING WOOD FENCE 1. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF - - PROPOSED IRRIGATION SLEEVES CURB UNLESS OTHERWISE NOTED. UE EXISTING UNDERGROUND ELECTRICAL 2. PAVEMENT DEPTHS: ARE EXISTING AND ARE 6" CONCRETE VEHICLE LAY` OF HOSE PAVEMENT IN FIRE LANES AND TRASH DUMPSTER AREA, AND 5" IN ALL OTHER LOCATIONS. FIRE HYDRANT GATE VALVES 3. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. I!1 PROPOSED -BIKE RACK` 4. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL PROPOSED sIDEwALI< RAMP POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT PROPOSED AREA INLET LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS PROPOSED SIDEWALK RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 1-800-DIG-TESS. rri ...w i ■wrs �..� SILT FENCE 5. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE, -.TAKEN FROM BEST AVAILABLE CONSTRUCTION EXIT RECORD INFORMATION BASED:.ON••CONSTRUCTION ,UTILITY MAP DOCUMENTS OBTAINED BY FROM QITY'',&: INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE: SHOWN- POS11IONS a { EXISTING LANDSCAPING MAY NOT REPRESENT AS -BUILT CONDI-nbNS 6. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE DISTURBED AREA LIMITS CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 7. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT - - - - - a - Q - - - - - ACCESSIBLE ROUTE SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT. MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 8. THIS PROJECT IS LOCATED WITHIN THE NORTH FOREST PROFESSIONAL PARK BUILDING PLOT. EACH BUILDING WILL BE REQUIRED TO MEET THE ADDITIONAL STANDARDS FOR 20,000 SF PLOTS OR GREATER (UDO SECTION 7.9D) THE TOTAL BUILDING AREA FOR NORTH FOREST PROFESSIONAL PARK 1S 43.264 SF FOR THE 4 EXISTING BUILDINGS AND THIS PROPOSED BUILDING. VICINITY MAP SITE PLAN JONES LAW FIRM OFFICE NORTH FOREST SUBDMSION LOT 1E -R2, BLOCK 1 -COLLEGE STATION, TX SITE PLAN JONES LAW FIRM OFFICE NORTH FOREST SUBDIVISION BLOCK 1 LOT 1E -R2 0.377 ACRES (10420/238) MORGAN RECTOR LEAGUE, A--46 j COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1"=20' DECEMBER 2014 OWNER/DEVELOPER: APPLICANT/ENGINEER' SteNt ASSETS LLC SCHULTZ ENGINEERING, LLC. P.O. BOX 9262 TBPE Firm Reg. No. 12327 COLLEGE STATION, TX 77842 2730 Longmire Drive, Suite 'A College Station, Texas 77845 P.O. Box 11995 SURVEYOR: College Station, Texas 77842 (979) 764-3900 Brod Kerr, RPLS No. 4502 Kerr Surveying, LLC 409 N. Texas Ave. Bryan, Texas 77803; SCALE VERTICAL 1A HORIZONTAL 1°=20' PLOTTING SCALE: 1:1 FILE NAME: 14-361 �e SHEET 11 1 tC3 � O 0 0 a a w Q M M 00 r7 3 COMMON AREA 0.960 AC 9I I i REMOVE TEMPORARY CURB Barricade 02/LS1) Barricade 12/LSI) 0 6'WOOD PRIVACY � ���� � ���� a i4 N Y: ��1t1�IA%sfe U' �• •_ . �J�fJ �d,1JWIN Jefl: �I `I..f!'.� � I.A� �:.`. �� �•I,--�. 5 . - •' 2s 207 2 � 16 1- Newly Planted Tree (to remain) I 41 I 2 Mulch Ring (Typ.) _0.0 3 ,. _..._ ,, a•.o . . g r't=T". Mulcl Ringa.s. e*",. YP• 0.0o,87.9 73 �. !'D�s . r y. SLSEVE t ; ' `moi•• 1- Newly Planted Tree (to remain) Planted StreetscapeTree 33.. t • O (to remain)PHASE 9A 37, _ A ' 0 ..• .� ., 0. f�J.�t �� ,-�.! , ,jremain) WWWOM BLDG. D L 40V16= i 2 73 11 P otective Barricade ''' "0 17 (Refer: 02/LSI) ,• . 4 Protective Barricade ase 4 (Refer: 021SI) (31,403 sq. ft., ) 4 - Newly Planted StreetscapeTree (to remain��� Protective Barricade �[ (Refer. 02/LSI) 3 - Newly Planted StreetscapeTree Q (to remain) 40 I Landscape Plan I� ►' `i Refi None Scatej 1'=30' North NojLi Verify att dimensions before construction, f NOTEi 100% coverage of groundcover, decorative paving, decorative rock, or perennial grass Is required In parking lot islands, swates and drainage areas, the parking lot setback, rights-of-way, and adjacent property disturbed during construction. Steel fence post at 18' on center. I i High Visibility Plastic j Fence material (snow fence), Min 4 High. .i i 02ErTtrtive Barricade ea None Not to Scale I .................................. . 1± 11 BLDG. H EXISTING OFFICE BUILDING 5,700 sf F,F.=257.20 C 5. a MEDICAL OFFICE 7,420 sf �► F.F.=259.00, \ a -0 ~� '.15 9/ ` General Nates 8 Ol. All Plant Material shall be pruned / shaped as per Landscape Architect after Installation to remove any broken or damaged branches and to give ' uniformity of shape. =i 02. All Plant Material must- be approved by the Landscape Architect before installation. 104 03. Verify all quantities before Installation. 04. Broken pieces of sod (smaller than 6 square) are not acceptable. 05. All Crape Myrtle Treee, -are to be pruned up to expose 4 clear trunk(s). 5 01.0. Landscape Contractor Is responsible for clearing any dirt or mud from public roadway. Landscape Contractor is also responsible for keeping the Size site clean during construction and plant Installation. per rani 07. All proposed "New Canopy Trees' shall be contalnerized. Comments 08. An automatic Irrigation system will cover the entire landscaped areas. 09. Bedding Soll (flowerbeds) shall be to depth Canopy Trees 2 1/2` Cat. Chinese P{stache (Pistachio chlnerr s) prepared a of 8 Inches consist of 40% Sandy Loam Topsoil, (50366 Black Humus. and. 10. All flowerbeds shall be tiop dressed with a 3" layer of Black Humus or equal. 11. Install 3diameter mulch ,Ings (3" thick) around all trees (canopy and non -canopy which appear In lawn areas. 12. Ali plant material Is to be guaranteed for 1 full year. Value 13. Erosion control Is required as needed and clean-up Is included. I 14. See Site Plan for topographic Information, existing and proposed utilities, aro easements, adjacent land uses, existing development and roadways. p .,"'4auv1=�'•.i,'u".5.a�..`�;�7 :.+N7�'::.4"�'rnJLS'U?��`+�,[P �.4s�. s��.r�"O�T,�3'F;.t�:3`�iF`..`'4'{;i'aY3s a"',x� n 311 i 8 Plant L.lt — PHASF. 2 13 i PLANTINGS' 104 loft 'I Points Ke Y D�+�'lY Size Common Name (8a•tantcal Nage) per rani Pobrts Comments 38 Canopy Trees 2 1/2` Cat. Chinese P{stache (Pistachio chlnerr s) No Point Value 6'-0' Clear Trunk Mih„ Container aro 10./12' Ht., 2/3' Sp„ Matched 311 5 Gat. 1 No Point Value 36' Height Min., Rooted, Full STREETSCAPE PLANTINGS NINTH EARL RUDDER FREWAY ILandscaP Ca�l,culations(Phase 2} 6 r Required Landscaping 10 POINT CALCULATIONS Baid Cypress (Taxodlum distuchum150 SITE► 100,879 + 31,403 = 132,282 / 1000 x 30 = 3,969 Points ry' ' r 11500 BU FERYARD NTH FGMT PARKWAY , S;UTHEAST BUFFER $10 / 25 = 13 CANOPY TREES REQUIRED r Trunk Min,, Container �10 / 15 = 21 NON -CANOPY TREES OR 310 / 3 = 104 5 GAL SHRUBS o a - NORTH FOREST SUBDIVISION BUFFER 2 1/2' Cat. Bald Cypress (Taxodium d{stuchum# 150 X15 / 25 = 125 CANOPY TREES REQUIRED 15 / 15 = 41 NON -CANOPY TREES OR 615 / 3 = 205 5 GAL SHRUBS 600. 12/14' Ht,, 4/5'„ Matched STOEETSCAPE N RTH EARL_ RUDDER FWY. 6'-0' Clear TrunkSpMin., Container OTHER .228' / 25 = 10 CANOPY TREES 28' / 50 x 300 = 1,368 POINTS Canopy fres E N RTH FOREST PKWY 4 12 2 1/2' Cat, REES =AN420 150 1,800 12/14' Ht., 4/5' Sp., Matched 0' / 50 x 00 POINTS NAY Trees T13TAL POINTS REQUIRED 5,757 1 1/2' Cal. c15 Caw Crape Myrtle CLagerstroemla indica 'Watermelon Red') 1 T� TAL CANOPY TREES POINTS REQUIRED 5,757 X 507. = 2,879 BUFFERYARD Proposed (NO POINT VALUE) Landscaping Min, Cane Dia = 1 1/2' <For a Single -Trunk) 8 ,OUTHEAST BUFFER Ligustrum (Ligustrum Japonicum) !� 10 80 CANOPY TREES = 13 ' ` '5 GAL SHRUBS = 104 Min„ Rooted, Full 25 ORTH FOREST SUBDIVISION BUFFER' Knock Out Rose (Rosa spp.) 10 250 CANOPY TREES = 25 0 14 5 Gat, Dwf, Youpon Hotly (Ilex vomltoria� 'nana7 5 GAL SHRUBS = 207 140 14' Height Min„ Rooted, Futl ED 195 84REETSCAPE Indlan Hawthorn (Rhap{eolepsis indica 'Clara') 10 1,950- The RIotlowing Newly Planted Stree' scope Trees are to Remain on Site Shrubs <t Gat,) ORTH EARL RUDDER FWY. 51 CANOPY TREES (2 1/2' Cal,> = 10 Asparagus Fern (Asparagus denglftorus 'Sprengeri') 0 0 ORTH FOREST PKWY Q 313 1 Gal, 1 'CANOPY TREES <2 1/21, Cal.) = 4 Pat Fut N: CANOPY TREES (container) Asian Jasmine CTrachetospermum asiatkum). 0 26 @ 150 Points <2 1/2 Gait:> _ -.3,900 Points N NON -CANOPY TREES (container) 4 SO Pot Full, 3 - 12' Runners, min, Field Sol Verify Sod l W @ 40 Points .720' Points 0Weed N SHRUBS (5 gal. or larger) i a 242 @ 10 Points 2.420 Points _ SHR _us S 0 . 7,040 POINTS ICT :1�.:;�s ��•iifL`Y'r�C' •{i'b�!:�a%? P'"'MFS•.C"gE�-u.:'Tgi=icJ.ti"3L'\•'aiydi'w'PSS.-Yapi?`N�;Yyiiv'.Y..iPd-.4fS?k"IYI;Siii4L ':-ii�l?`>a4n-::sdi. ':v^7R/y-• 77 @ 0 Point = 0 PoMts ' TL�!AL PROPLED. LANrwCApDM . 9 Points } .. .. '."'E8�':A?. "ix'"k;,:'!5?CG!fiY.,. P,,''K.. `�`;-d iC 9 KcSalalif�7r�C'iY¢s.`C.L':.'^i rw„t, �._ra^-tiP.'Y.✓..,-Y,Cp.a.?,ti:.kr1. T.Ri9ng...�;. x.:m m,r_.. Plant L.lt — PHASF. 2 - BUFFER PLANTINGS' 'I Points Ke Y D�+�'lY Size Common Name (8a•tantcal Nage) per rani Pobrts Comments 38 Canopy Trees 2 1/2` Cat. Chinese P{stache (Pistachio chlnerr s) No Point Value 6'-0' Clear Trunk Mih„ Container Shrubs 10./12' Ht., 2/3' Sp„ Matched 311 5 Gat. Ligustrum (Llgustruma onlcum) t p #) No Point Value 36' Height Min., Rooted, Full STREETSCAPE PLANTINGS NINTH EARL RUDDER FREWAY Canopy Trees 10 2 1/2 Cat, Baid Cypress (Taxodlum distuchum150 11500 12/14' Ht., 4/5' Sp,, Match ed p NTH FGMT PARKWAY , r Trunk Min,, Container Canopy Trees 4 2 1/2' Cat. Bald Cypress (Taxodium d{stuchum# 150 600. 12/14' Ht,, 4/5'„ Matched 6'-0' Clear TrunkSpMin., Container OTHER Canopy fres E 4 12 2 1/2' Cat, f Live Oak (Quercus virglana) { 150 1,800 12/14' Ht., 4/5' Sp., Matched NAY Trees 6'-0' Clear Trunk Mln,, Container 18 1 1/2' Cal. c15 Caw Crape Myrtle CLagerstroemla indica 'Watermelon Red') 1 40 7206/8' Ht., 3/4' Sp„ 3-5 Canes, Matched, Shrubs (5 Gal, or larger) {� Min, Cane Dia = 1 1/2' <For a Single -Trunk) 8 5 Gal, Ligustrum (Ligustrum Japonicum) !� 10 80 ” 36' Height ' Min„ Rooted, Full 25 5 Gat, Knock Out Rose (Rosa spp.) 10 250 18' Height Min,, Rooted, Full 0 14 5 Gat, Dwf, Youpon Hotly (Ilex vomltoria� 'nana7 10 140 14' Height Min„ Rooted, Futl ED 195 15 Gal, Indlan Hawthorn (Rhap{eolepsis indica 'Clara') 10 1,950- 6' Height Mln., Rooted, Full Shrubs <t Gat,) 51 1 Gat, Asparagus Fern (Asparagus denglftorus 'Sprengeri') 0 0 Q 313 1 Gal, 1 Pat Fut Asian Jasmine CTrachetospermum asiatkum). 0 0 Pot Full, 3 - 12' Runners, min, Field Sol Verify Sod Sod I Bermuda 'Tiff 419' (Cynodon spp,'Tiff. 4191) 0 0Weed i Free, Whole Pieces MTAL . 7,040 POINTS ICT :1�.:;�s ��•iifL`Y'r�C' •{i'b�!:�a%? P'"'MFS•.C"gE�-u.:'Tgi=icJ.ti"3L'\•'aiydi'w'PSS.-Yapi?`N�;Yyiiv'.Y..iPd-.4fS?k"IYI;Siii4L ':-ii�l?`>a4n-::sdi. ':v^7R/y-• . ,E+.AS43C`.?t+ G3+a6t8Ai " ,. "+stkNi•:ru-:YsaZP.SY.IL '•�.:,;�.;e�n iSY:7.dVECEA,S+�K�'K:Rfi:k7f.3fiut!ize . . I I REVIO WED FOR' COMPLIANCE IQV 9, 9 ?007 ILaPTSIOICES CaL�GE 8"I' MION ...._--- - - - - .---- - ----......- - ...._...------- - - - - ----F--- --- - - - - - - -------- _.-- - -------._...-----� mmmmmmm W-6 W-6 W-6 w -s w -s W -s W-6 W-6 -W-6 --------W-6 W -6 W-6 W-6 W-6 W -s { ' I ( ' 259.18 TC { 258.00 TP { 259.20 TC 258.65 58 TP 259A7 TC 258.0& iC 4 TP 258.42 TP 258 t TP 258.0-4- W 258.60 TC { ' 259.30 TC 259.19 TC 259.3 TC _ 258.67 UE UE E -UE UE --UE U -- UE UE UE - - _ UE UES UE U AS GA5 GAS AS AS E GAS GAS AS GAS GAS GAS =- GA5 GA A5 GA GAS I , S f>=EL REINFORCING BARS * 4 .,. k CONCRETE PAVEMENT al { ' --------------- --- - - - - - - - _ -- - - - - - -- -- - -- { 10 5 0 10 cn I SCALE 1N FEET 259.32 TC - - - - ---- - - 258 TW { 259.» z1; " 259.55 40 TIM 258 35 TC �' p A - r. 259.80 TC 259 58 TC 259.52 TW v A 258 90 TC } o) { 259 60 TW i I 259.43 TIN p 6 . ' { Q 258.95 TW { MS BEET 259. 8 TW 9.83 259.48 TW p 259.40 TIM D D 259.00 TW { 258.50 258.98 TIN 258 9 259. TW G 25 259.18 TW { 254 39 FL 258.80 TI 258 30 i1 258.30 TI 258.30 1y { ST Ty` ST - ST ST 254.64 FL 20 ST ST ST r : ST ST ST 255.02 Ft ST ST ST 255 R .�� �T w 255.35 FL { ' D 259.7 TW 259.73 TW 259.88 1 W 256.75 PG 50 PG { > p I>Lm m IIIIIIIIN m IIIIIIIIIN oil m m IIIIIIIIIN { g b N fi5 TW 259.85 TW t¢7 i 25&70 PG 258.73 TW 258.73 TW 259.73 TW 258.73 TW ` 256 60 FL { If 2067 SF FUTURE \ { to N ,,, LEASE SPACE `� -' r PROPOSED 1 STORY BUILDING u aj N 22 MAX BUILDING HEIGHT 59.40 } Lot 1E -R2 5,898 SF TW W u' { . 0.377 AC ' � FF = 258.75 FF 261.20' { 15` PUE , • f { 3832 SF OFFICE (8727%167) � { I t { I '\ us SPACE t { 1 z5aSo FL 259.65 f 259.00 259.58 TW { t Lot's -RI 0.= Ac 259.85 TW IR { \ t- .259.8925955TW I¢ApyIEE A\ \ ; 258 25 TI -00 G ( p ( \ 2 .74 R. �s 258 50 PQ , F 259.73 TW { z59 \ rj �( f 259.50 TIN 59.30 TW �. �s / •°�s°��M��ss�i• 259ja 259j7TW 258 55 258. \ 80 � PG q-++a--••.••�°-a ..�Y� 0�•+. s-" ate+ q--+. a a.�• •^,, % 258 75 PG 25 .7 PG {` 258.75 PG 258.75 PG 258.75 PGLd - �. Vis, L - - ---252-- _ - \ l .(tS' 258.75 PG 258.75 PG 258.75 PG - { 31 3n 253.25 FL / 9� / 258 / - --_ ----_-_....._ --- f 258 -_, MEN= \ FF 259.00' SIDEWALK d= - 1, SIDEWALK JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL. 2. SIDEWALK EXPANSION JOINTS SHALL BE SPACED AT 60' MAXIMUM INTERVALS. 3. SIDEWALK CONTRACTION JOINTS SHALL BE SPACED AT A MAXIMUM INTERVAL EQUAL TO THE SIDEWALKS WIDTH. 4 SIDEWALK REINFORCEMENT TO BE J4 BARS A 18' O.C.E.W. OR J3 BARS 0 12" O.C.E.W. 0.0' CURB HEIGHT VARIABLE CURB HEIGHT . - ,.-OErECTAE WlWITHTRLRt o°a°oa°°o°a°o°o°a° SIDEWALK °o°e°o°o° o °000°o LANDING aoaoaoa0000ao°00300 0.5' CURB HEIGHT 0.0' CURB HEIGHT --' " $' (MAX) TYPIQAL RAMP DETAIL AT PARKING AREAS N.T.S NOTE: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE. "-' THE SEAL APPEARING ON THIS ...•� DOCUMENT WAS AUTHORIZED BY c i 1 u l Lz Engineering, LLC D LICEN L. DOYEN, P.E., CENSE NO. 109835 2730 Langmlre, Suite A JANUARY 8, 2015 College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. HATE KERR DLD DLD JPS 14361 JANUARY 2015 = #4 BARS 0 = 3/4 X i8" SMOOTH EXPANSION DOWELS TYPICAL CURB DETAIL N.T.S. At .................... DEVEN L. DOYEN ... .................. ....... 109835 FIRM #-12327rbt 4 ++ SCHULTZ ENGINEERING, LLC `-6" LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN (28 DAY STRENGTH = 3500 PSI) * 5" PAVEMENT - USE #4 REBAR 0 18" O.C.E.W. * 6" PAVEMENT USE #4 REBAR 0 18" O.C.E.W. IYPICAL CONCRETE PAVING SECTION N.T's i.:DICAP RAMP SLOPES SHALL NOT EXCEED 1V:12H. 2. ITOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. 3. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENE THE TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK. 4. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MII ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED T4 MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOS CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIQI SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. 5. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS REI EIVE 6" SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROM 6. SE .ECT FILL TO BE PLACED UNDER THE BUILDING SLAB' SHALL BE IN ACCORDANCE 1 THEGEOTECHNICAL ENGINEERING STUDY. 7 BACKFILLING OF THE PERIMETER GRADE BEAM OF THE BUILDING AND AND FILL MATE PLACEMENT AROUND THE EXTERIOR OF THE BUILDING SHALL BE PERFORMED iN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING STUDY. PAVEMENT CONSTRUCTION' NOTES; 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3500 PSI. THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. 2. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) 3. IF SUBGRADE PI IS GREATER THAN 21 FOR THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME STABILIZED TO A MINIMUM DEPTH OF 6" AT A RATE OF APPROXIMATELY 6% OF THE DRY WEIGHT OF THE SOIL. THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WITH A MINIMUM PH OF 12.4, AND WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT), , STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS, AND BRIDGES, ITEM 260. THE LIME STABILIZED SOIL SHALL BEOMP C ACTED TO A DENSITY OF AT LEAST 88% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698T A A MOISTURE CONTENT FROM OPTIMUM MOISTURE TO 4% ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 264, "LIME AND LIME SLURRY"., THE LIME STABILIZED SUBGRADE SHOULD EXTEND A MINIMUM OF 12" OUTSIDE THE PAVEMENT. 4. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFlED $Y THE "PROOF -ROLLING" SHALL BE REMOVED AND REPLACED. 5. JOINT SEALANT MATERIAL TO BE SONNESORN SL -1 OR APPROVED EQUAL. N07ES:. 6. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT THE RASH MIECTABI E WM M PAVER UWM MEMO ALL RATE RECOMMENDED BY THE MANUFACTURER. THE CURING REQUI115 W ASW 0 -SX 0-33. LAY M4 A Two BY TWO UNIT BASKET VEAVIE PATIERN OR AS QW010. COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM $26. u� OPS• AT 25 p OF L"T � 7. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE WARNING CUT OMWMBLE WARNM4 PAVER UNI1S UMG A POYIBtt SAW SURFACE FOR THE FULL LENGTH OF THE RAMP WITHIN THE PROJECT SITE. RAMPS ON THE PUBLIC SIDEWALK TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL AND STATE ADA REQUIREMENTS. 8. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2% FOR SIDEWALKS AND PAVEMENT. 9. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE,_ PAVEMENT, FOUNDATiOS, ETC. 10. PARKING` LOT STRIPING MATERIALSN A D CONSTRUCTION SHALL CONFORM TO TxDOT STANDARD SPECIFICATION ITEM 666, TYPE 2 MARKING MATERIALS (TRAFFIC PAINT) . Z. 4' 4-11 OOC?O-?• 'NO 3 REBAR MOUND PAVER INSET &NW AftW f WIN CONmm JOINT PERAWSSIBLE No. 3 MM AT �VOPAUWVICill eo1Fi w �s°N-t7"tER SEC71ON A -A QEMCTABLE WARNING _ PAVERS N.T.S JONES LAW FIRM OFFICE NORTH FOREST SUBDIVISION LOT IE -R.2. BLOCK 1 -COLLEGE STATION, TX INSET A GRADING & PAVEMENT PLAN SCALE VERTICAL N/A HORIZONTAL 1" =lu PLOTTING SCALE: 10 FILE NAME: 14-361 SHEET 40 THICK (MIN REINFORCED CONCRETE SIO ALK EXPANSION JOINT (3000 PSI, 28 -DAY STRENGTH) 2X MAX CURB ae GUTTER ;e..� sy �r .•a^ J_ 2" SAND CUSHION (AS NECESSARY) :3 DOWELS 0 SPACING ON ' 2" � A3 0 1 WHERE4- SIDEWALK ABUTS OR J+ *Ir O.C.E.W. COMPACTED SUBGRADE CONCRETE SIDEWALK CROSS SECTION NTS SIDEWALK d= - 1, SIDEWALK JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL. 2. SIDEWALK EXPANSION JOINTS SHALL BE SPACED AT 60' MAXIMUM INTERVALS. 3. SIDEWALK CONTRACTION JOINTS SHALL BE SPACED AT A MAXIMUM INTERVAL EQUAL TO THE SIDEWALKS WIDTH. 4 SIDEWALK REINFORCEMENT TO BE J4 BARS A 18' O.C.E.W. OR J3 BARS 0 12" O.C.E.W. 0.0' CURB HEIGHT VARIABLE CURB HEIGHT . - ,.-OErECTAE WlWITHTRLRt o°a°oa°°o°a°o°o°a° SIDEWALK °o°e°o°o° o °000°o LANDING aoaoaoa0000ao°00300 0.5' CURB HEIGHT 0.0' CURB HEIGHT --' " $' (MAX) TYPIQAL RAMP DETAIL AT PARKING AREAS N.T.S NOTE: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE. "-' THE SEAL APPEARING ON THIS ...•� DOCUMENT WAS AUTHORIZED BY c i 1 u l Lz Engineering, LLC D LICEN L. DOYEN, P.E., CENSE NO. 109835 2730 Langmlre, Suite A JANUARY 8, 2015 College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. HATE KERR DLD DLD JPS 14361 JANUARY 2015 = #4 BARS 0 = 3/4 X i8" SMOOTH EXPANSION DOWELS TYPICAL CURB DETAIL N.T.S. At .................... DEVEN L. DOYEN ... .................. ....... 109835 FIRM #-12327rbt 4 ++ SCHULTZ ENGINEERING, LLC `-6" LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN (28 DAY STRENGTH = 3500 PSI) * 5" PAVEMENT - USE #4 REBAR 0 18" O.C.E.W. * 6" PAVEMENT USE #4 REBAR 0 18" O.C.E.W. IYPICAL CONCRETE PAVING SECTION N.T's i.:DICAP RAMP SLOPES SHALL NOT EXCEED 1V:12H. 2. ITOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. 3. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENE THE TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK. 4. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MII ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED T4 MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOS CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIQI SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. 5. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS REI EIVE 6" SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROM 6. SE .ECT FILL TO BE PLACED UNDER THE BUILDING SLAB' SHALL BE IN ACCORDANCE 1 THEGEOTECHNICAL ENGINEERING STUDY. 7 BACKFILLING OF THE PERIMETER GRADE BEAM OF THE BUILDING AND AND FILL MATE PLACEMENT AROUND THE EXTERIOR OF THE BUILDING SHALL BE PERFORMED iN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING STUDY. PAVEMENT CONSTRUCTION' NOTES; 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3500 PSI. THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. 2. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) 3. IF SUBGRADE PI IS GREATER THAN 21 FOR THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME STABILIZED TO A MINIMUM DEPTH OF 6" AT A RATE OF APPROXIMATELY 6% OF THE DRY WEIGHT OF THE SOIL. THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WITH A MINIMUM PH OF 12.4, AND WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT), , STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS, AND BRIDGES, ITEM 260. THE LIME STABILIZED SOIL SHALL BEOMP C ACTED TO A DENSITY OF AT LEAST 88% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698T A A MOISTURE CONTENT FROM OPTIMUM MOISTURE TO 4% ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 264, "LIME AND LIME SLURRY"., THE LIME STABILIZED SUBGRADE SHOULD EXTEND A MINIMUM OF 12" OUTSIDE THE PAVEMENT. 4. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFlED $Y THE "PROOF -ROLLING" SHALL BE REMOVED AND REPLACED. 5. JOINT SEALANT MATERIAL TO BE SONNESORN SL -1 OR APPROVED EQUAL. N07ES:. 6. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT THE RASH MIECTABI E WM M PAVER UWM MEMO ALL RATE RECOMMENDED BY THE MANUFACTURER. THE CURING REQUI115 W ASW 0 -SX 0-33. LAY M4 A Two BY TWO UNIT BASKET VEAVIE PATIERN OR AS QW010. COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM $26. u� OPS• AT 25 p OF L"T � 7. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE WARNING CUT OMWMBLE WARNM4 PAVER UNI1S UMG A POYIBtt SAW SURFACE FOR THE FULL LENGTH OF THE RAMP WITHIN THE PROJECT SITE. RAMPS ON THE PUBLIC SIDEWALK TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL AND STATE ADA REQUIREMENTS. 8. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2% FOR SIDEWALKS AND PAVEMENT. 9. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE,_ PAVEMENT, FOUNDATiOS, ETC. 10. PARKING` LOT STRIPING MATERIALSN A D CONSTRUCTION SHALL CONFORM TO TxDOT STANDARD SPECIFICATION ITEM 666, TYPE 2 MARKING MATERIALS (TRAFFIC PAINT) . Z. 4' 4-11 OOC?O-?• 'NO 3 REBAR MOUND PAVER INSET &NW AftW f WIN CONmm JOINT PERAWSSIBLE No. 3 MM AT �VOPAUWVICill eo1Fi w �s°N-t7"tER SEC71ON A -A QEMCTABLE WARNING _ PAVERS N.T.S JONES LAW FIRM OFFICE NORTH FOREST SUBDIVISION LOT IE -R.2. BLOCK 1 -COLLEGE STATION, TX INSET A GRADING & PAVEMENT PLAN SCALE VERTICAL N/A HORIZONTAL 1" =lu PLOTTING SCALE: 10 FILE NAME: 14-361 SHEET 25' PUE ($727/167) -•--------_._.._.,.----- _.._--_._--.---- __-------------.--------._T.._._.._---- -------------------_. ----------.._._......_..._.-- EXISTING 6" { W { EXISTING 6" WATERLINE WATERLINE I -W-6 W-6 W-6 W-6 W-6 W-6 W-6 W-6 W-6 I ----W- 6 - 6 W-6 W-6 W-6 W-6 I EXISTING EXISTING UNDERGROUND TRANSFORMER { ELECTRIC LINE UE -UE -UE- -WJE UE UE U -UE- UE UE UE UE UE U ,'ASGAS GAS -----I AS jaS GAS GAS AS Gs GAS GAS GAS- GAS - GA AS GA GAS -------------- ((II 77 -----.------^---�--- PIPE 104 u 12" HOPE PIPE 133.3 INLET f05 LF 0 0.752 t2" AREA DRAIN W/ 15' X 12" REDUCER„0 RIM - 258.50 ST T T ST ST -- D I> in W `n PROPOSED intin UNDERGROUND i ELECTRIC LINE - - -�•-- -- ____T -- - - EXISTING - GAS LINE 4LEr 104 PIPE 103. M258.60 2' AREA N t?' HOPE PIPE '' 507LF00.7'1C-- ST ST ST ST ST ST F1 /1 �. -- _j a v sy D PIPE 102 "r, INLET 102 I IN 12" HDPE PIPE 12' AREA DRAIN { R 24.1 LF b 0.75X 259 RIM - 258.30 12* �. - ST ST ST IM ST ST ST PIPE 101 { 12" HOPE PIPE 21.1 LF 0 0.75% zs9 INLET 103 12' AREA DRAIN RIM - 258.30 i '--EXISTING FIRE HYDRANT { DOMF�STIC & IRRIGATION METER a SILTI FENCE LEI'. t O, AREA GRAIN { 258.30 { � I EXISTING i { GAS { LINE ( 15' PUE (8727/167) `1 METAL T -POST OR WOODEN STAKE AS REQUIRED TO MAINTAIN. SPACED 6' APART 10 5 0 10 SCALE IN FEET 4"X4" MIN. '2"X4" WIRE MESH (OPTIONAL) FASTENED TO T -POST OR WOODEN STAKE SEDIMENT CONTROL FABRIC �-' FASTENED SECURELY TO T -POST OR WOODEN STAKE WITH OPTIONAL WIRE MESH 4- 4 20. SILT FENCE ASSEMBLY N.T.S. •8" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL REO--•"t'�•cl /FLOW ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. 1 \� 1' min UTIUTY NOTES: 1. ALL ELECTRICAL UTILITIES ARE TO BE INSTALLED PER COLLEGE STATION UTILITIES PLANS & SPECIFICATIONS. 2. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN 3' OF PAVEMENT. SEE DETAIL GRADING PLAN. 3. PRIVATE WATERLINE AND PRIVATE SANITARY SEWER LINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PLUMBING CODE. CLEANOUTS SHALL BE INSTALLED PER PLUMBING CODE. 4. PRIVATE LINE SERVICE MATERIAL - PIPE TO BE ACCORDANCE WITH PLUMBING CODE. 5. CONTRACTOR SHALL COORDINATE CONDUIT AND/OR LINE INSTALLATION FOR TELECOMMUNICATION PROVIDERS FOR THE SITE. 6. DEPTH OF THE EXISTING WATERLINES TO BE VERIFIED BY THE CONTRACTOR. 7. REFER TO PLAN VIEW FOR WATER SERVICE LINE LOCATIONS. 8. WATER SERVICE MATERIAL - TYPE "K" COPPER TUBING. 9. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6" SHALL BE PLACED BY HAND, AND COMPACTED AROUND THE CAST IRON PIPE BEFORE BACKFILL HAS BEGUN BY ANY MECHANICAL EQUIPMENT.. 10. ALL CONCRETE BLOCKING SHALL BE MIN. 28 DAY STRENGTH = 2000 PSI, 11. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 12. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL ALL CONCRETE HAS REACHED 7 DAY STRENGTH. 13. ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS OTHERWISE DIRECTED. 14. ALL SEWER LINES SHALL BE SLEEVED WITH $" SCH 40 PVC PIPE, -. �� IW. I XISTING 6" t. 1% MIN. SLOPE WHERE PIPE IS UNDER PAVEMENT AND CROSSES WATER LINES. WATERLINE DIVERSION CHANNEL PIPE 105 f 2087 SF FUTURE w 15" HDPE PIPE LEASE SPACE TYPICAL SECTION 151.9 LF O 0.7sx i. 156 LF OF r PROPOSED 1 STORY BUILDING N.T.S { I Lot 1E -R25,898 SF c 0) 1.25" WATER 0.3n22' MAX BUILDING HEIGHT W M (SERVICE AC Q { FF = 259.75 ILT I I FENCE EBOSION CONTROL NOTES: STRUCTURAL STRUCTURAL L STRUCTURE N I. ' CLEAN, EXCAVATED MATERIAL I PER PAVING 1 (11" BACKFILL1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL �A� AC CRD NANDG QPAC� PLAN EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS GEo ACCORDING REPORT 3831 SI� OFFICE I f IN ADVANCE OF CONSTRUCTION IS REQUIRED. SPACE DIG TESS: (800) 344-8377 } � ATMOS ENERGY: ((800) 545-6005 800) 344-$377 Lot �-M I I ' EXISTING ee4°o COMPACTED CEMENT STABI- �• AC �+. II ( _ SUDDEN LINK COMMUNICATIONS: (979) $46-2229 e i ea o LIZED SAND, IX SACK/CY, w UNDERGROUND $oo PUGMILL ONLY. SPADE BY L-� .G ` ELECTRIC LINE VERIZON: (800) 344-8377 ° ° ° ° ° e LIFTS INTO PLACE, To FILL 12 MIN bp000 0000 ALL VOIDS AROUND PIPE _ e00000 irs CONNECT To BUILDING { \ 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO oo a°o MANUALLY CONSOLIDATE AT fl - �•� ' I `� MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS a' oo OPTIMUM MOISTURE 7rumLINEINCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. PIPE O.D. ° ob oo aCOMPACTED CEMENT STAB[ - INLET t06 1.10x ,I 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND (s" MIN) ° ° ° UZED SAND, IX SACK/CY, " 3'x3' ,(UNCTION Box - j j \ SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER PIPE PUGMILL ONLY. SPADE BY RIM - 258.25 __ _ _ ( EVERY RAINFALL EVENT OF 1 2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD O,D. LIFTS INTO PLACE, TO FILL lea,FL IN 253.74 6' CLEANOUT \ DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS THE 'TRENCH BOTTOM sHALL � ALL VOIDS M MOIOS U TE� T FL OUT ffi 253.64 FL - 255.22 I \ / S to -- -_ __- -_-- -- ___ __ ..._. - ._ - '" I \ \ GRADED SO AS TO PROVIDE UNIFORM 12' MIN. OPTIMUM MOISTURE \ �• PROJECT. (n 6 AND CONTINUOUS SUPPORT FOR THE tip 6' SEWER'UNE CONNECT TO BUILDING 6' SEWER UNE ¢ PIPE BARREL BETWEEN 6ELi. HOLES 6- S LF m 1.1ox { :\ 4. THE CONTRACTOR 1S REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR FL 254.63 4.15 LF ® oxi w -' \ 150000 REQUIREMENTS FOR CONSTRUCTION SITES. �s 8' 45 BEND - - - - - - \ ` ' \ 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AR EAS- aFTER - _ DEDDING AND -TRENCH- BACKFl.LL - FL - 255.10 '~ •rrrr��ru°rres FL m 254.59 _ '- ty, \ 0 6' SEWER LINE EM 6' .CLEANaUT 4. R i io s" SEWER LINE I ZSs FL -28 ss �•� \ \ CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS., 6' SEWER LINE 1 4.00 LF @ 1.10X X 59.80 IF 0 1.10% �.�,� o,.,o� � 4 DETAIL .FOR HDPE &RCP STORM PIPE \ ° - ° - ° - ° - ° -- ° - ° -- ° -- ° - ° -- ° -- ° ° -- ° - ° - ° -- ° • - °�-� _ y \ 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE 9- _ - �=5 __ - - - _ - - . - - �-S - _ - -9�S r _ _ �-i - - -`L.S- -�t-9- s" SEWER UNE EwSTM SEWER MANHOLE STATION STANDARD SPECIFICA11ONS AND DETAILS FOR WATER, ALL CONSTRUCTION SHALL N.T.S. " , w c9 8.32 LF 01.10% - RIM -257.06 BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. PIPE 106 8" 45• WITH „ 6 WYE �-PROPOSED SEWER SERVICE " O(ISiING FL OUT 248.61 15" HOPE PIPE \ 6" CLEAN OUT FL 254.54 PROPOSED FZ IN m 253.71 49.5 LF A 0.75X �s FL.-- 255.06 ° _ \ 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. \ 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS •!�, f , , , nrro , .mow , , , �.. i , ... , , .r. , r� , .� , \ ESTABLISHED. 3n 3n �� 3n 3n 3n n n 6'"SEVYER UNE \ INLET �! / 2 8 10 6" 45' BEND 8.00 LF IIAOX `r :"m' SILT FENCE � C� OUT PROTECTION PRIVATE EXISTING _ FL DRAINAGE _ EXISTING STORM ____ -- .. - ' EASEMENT PIPE .__ _ UNDERGROUNDC CONNECT 1T1 ExIsnNG ;� PROTE 9 NYLOPLAST ROUND 36' GRATE INLET (8727/167)PPROXIMATE ELECTRIC _�' " . , � DROP-IN GRATE, l LOCATION OF 2" LINE COLOR BLACK SUDDENUNK -- - _ \ 12' DIAMETER CONDUIT ,T7. UNLESS NOIED SUDDENLI K ✓ NON - I STRUCTURAL PAVEMENT - N i ._._ _CONTACT BACKFILL STRUCTURE PRIOR TO - -' \ CLEAN, EXCAVA D MATERIALS BACKFlLL PER PAVING INSTALLATION \ BACKFILLED AN COMPACTED I PLAN GEO-TECHNIC kL REPORT 20' PUE \ \ (8727/167) EXISTING COMPACTED CEMENT STAB(- / STORM LIZED SAND, % SACK CY SILT PIPE PUGMILL ONLY SPADE BY FENCE 0 ' - "r�~1 �• LIFTS INTO PUCE, TO FILL 12" MIN f / a .: a�.,•-.: � �. ,• ALL VOIDS AROUND PIPE. A. j ADs NYLOPLAST PIPE GRATE OPTIMUM MOISTURE.DATE AT do r �f ADATO BE FLUSH PTER WGRATE / W/ PROPOSED GRADE PIPE O.D. BANK SAND SPADE D (rip.) BY LIFTS INTO PLAN, i (6" MIN) TO PILL ALL VOIDS AROUND PIPE. HDPE OR O.D. HDPE PVC PIPE THE TRENCH BOTTOM SHALL BE PTEE AND PER PLANS DED SO AS CONTINUOUS ( E 12' MIN. SUPPORT FOR THE > PIPE BARREL BETWEEN BELL HOLES LAIT TEXAS, LLC. BEDDING. AND TRENCH BACKFILL DETAIL FUR PVC SANITARY SEWER / p I Lot ID HDPE OR AND WATER PIPE 0.531 AC SEND N N.T.S. �`- THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY SC;%hullitz LL----DEEN DOYEN, P.E.,EngineQCIng, LICENSE N0. 109835 2730 Longmire, Suite A JANUARY 8, 2015 College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-361 JANUARY 2015 DEVEN L. DOYEN -a�NN..a ..aNlMNl. 109835 J .aa. FIRM # 12327 SCHULTZ ENGINEERING, LLC JONES LAW FIRM OFFICE NORTH FOREST SUBDIVISION LOT I E -R2, BLOCK. I - COLLEGE STATION, TX NOTE: INLET SIZE IS NOTED IN THE PLAN VIEW NYLOPLAST DROP-IN GRATE AREA DRAIN DETAIL N.T.S. DRAINAGE, UTILITY, & EROSION CONTROL PLAN SCALE VERTICAL NCA HORIZONTAL PLOTTING SCALE: j :1 FILE NAME: 14-361 SHEET C3 Il' 0 oa w 0 NG 6' WOOD P-RIVACY f i 1 r } 9 i 1 5 • 25 207 24 IT 1 [717.- ' REMOVE I TEMPORARY I - Newly Planted Tree (to remain) j 13 CURB 41 Mulch Ring (Typ•) VA I 2 ' r . I 104 5 Protective Barricade -_._...._,.._-_ : ,•i4 `•�� ; (Refer: 02/LSI) '0 3 COMMON AREA - -- --- 0.960 AC > > ' t , 9-- - - - 9 rn: Mufc Ring Yp• • •a.se- P h ; 6 I (1.G0 q. oft .r 73 Protective Barricade -- 4.0 ' • Cbl, I -(Refer- 02/LS1)M ___Z SLEEVE t , ' o .'•o Sir`' '•'. ''• •. •• .,. ,. •' •. .tt• t t ,•,, •• :. '. •. , • .' 1- Newly Planted Tree (to remain) -3• -Newly Planted StreetscapeTree O LL (to remain) _ _ _ _ ___ _-- __ _-_ _ __- _ _ _ _ . PHASE 1A 37, goy 10 i ( 113 Al 0 9 " , `2 \ QIP BLDG. D ` ¢� EXISTING - 7 7 10 I 20! t I' 2 ! r 4 - Newly Planted StreetscapeTree 1 ,. $ (to remain) 2 t 73 i( Pi otective Barricade ' ' * " 17 (Refer: 02/LSI) 4 ase" Protective Barricade 5 (Refer: 02/LSI) (31,403 sq. ft.,t 4 - Newly Planted ed St eI scapeTree (to remain) Protective Barricade (Refer: 02/LSI) 3 - Newly Planted StreetscapeTree (to remain) f Al Landscape Plan Refs None Scate, 1'=30' North f . ftkm Verify att dimensions before construction, i NOTEt 100% coverage of groundcover, decorative paving, decorative rock, or perennial grass Is required In parking lot Islands, swales and drainage areas, the parking lot setback, rights-of-way, and adjacent property disturbed during construction, Steel 'Fence post at 18' on center. i High Visibility Plastic i Fence material (snow i fence), Min 4' High. iii • 02 i gerTtrctive Barricade j None Not to Scate I j L 1J BLDG. H EXISTING OFFICE BUILDING 5,700 sf F.F.=257,20 *. k MEDICAL OFFICE 7,420 sf F.F.=259.00 ry,=rr A o OF9�©�(O�t e�•NrbN•,ee• V .A. gibes- re••e Iii •, ROBERT B. RUTH ,u=ereeer,,, e,eeeeoreo, 's • 1434 O'sy� •.isr 10 N C 3CN 4+r W ao e roxao t 00 �roao j Landscape Calcul ations (phase 2) Required 'Landscaping PO. NT CALCULATIONS SITEr 100,879 + 31,403 = 132,282 1000 x 30 = 3,969 Points BU . FERYARD S , UTHEAST BUFFER 1110 / 25 = 13 CANOPY TREES REQUIRED 10 / 15 21 NON -CANOPY TREES OR 310 / 3 = 104 5 GAL SHRUBS 1 NORTH FOREST SUBDIVISION BUFFER X15 / 25 = 25 CANOPY TREES REQUIRED 15 / 15 = 41 NON -CANOPY TREES OR 615 / 3 =205 5 GAL SHRUBS S,TEETSCAPE NpRTH EARL RUDDER FWY. 28' / 25 = 10 CANOPY TREES 128 / 50 x 300 = 1,368 POINTS NppRTH FOREST PKWY :70' / 32 = 3 CANOPY TREES x.70' / 50 x 300 = 420 POINTS W TOTAL POINTS REQUIRE5,757 1 < 1 TAL CANOPY TREES POINTS REQUIREDi 5,757 X 50% = 2,879 Proposed Landscaping J_ B FFERYARD (NO POINT V,4 L.UE) V ;OUTHEAST BUFFER CANOPY TREES = 13 15 GAL SHRUBS = 104 z z ORTH FOREST SUBDIVISION BUFFER CANOPY TREES = 23 5 GAL SHRUBS = 207 ISI 84REETSCAPE The following Newly Planted Stree•tscape Trees are to Remain on Site Ij 1ORTH EARL RUDDER FWY. ::1CANOPY TREES <2 1/2' Cat,) = 10 ORTH FOREST PKWY CANOPY TREES <2 1/2' Cat.) = 4 NEW CANOPY TREES (container) �i 26 @ 150 Points <2 1/2' Cart) a 30800 Points N . NON -CANOPY TREES (contai ®r) 18 @ 40 Points = 720 Points N SHRUBS (S gal. or larger) 242 @ 10 Points m 2,420 Points SHRUt� 130 K _ _ _ _ ReVi5ion5: _ 77 @ 0 Point 0 Points T7APR[iPOSED LANDSCAPING y Co i Sheet Number; _ 7• 0 Points L_ 1 i .,o....... :• -.:,a.. �::.g k,(d45. .:. •:Y�14"m3721Y<7���-:"Cts4".=.�'.�ri-at t'3'€:.pr?�7:�".�kG"sYa`-.1=�,i.:,:ai�S•Yr;:£`•,G?^::.3U�•+nT�a''`..=1�2*-�318,Ffifm.^f_�iYST�&.u.�.'3.:-'_ '.. Sheet 1 , O General Notes 01. All Plant Material shall be pruned / shaped as per Landscape Architect 5 after Installation to remove any broken or damaged branches and to give a uniformity of shape. x 02. All Plant Material mustbe approved by the Landscape Architect before Installation. 03. Verify all quantities before Installation. 04. Broken pieces of sod (smaller than 8° square) are not acceptable. 05. All Crape Myrtle Trees, -are to be pruned up to expose 4' clear trunk(s). Oto. Landscape Contractor is responsible for clearing any dirt or mud from public roadway. Landscape Contractor Is also responsible for keeping the K site clean during construction and plant Installation. 07. All proposed "New Canbpy Trees' shall be containerized. 08. An automatic Irrigation jsystem will cover the entire landscaped areas. 09. Bedding Soli (flowerbeds) shall be prepared to a depth of 8 Inches and.. consist of 40°/16 Sandy Loam Topsoil, (509116 Black Humus. 10. All flowerbeds shall be lop dressed with a 3" layer of Block Humus or equal. 11. Install 3' diameter mulch dings (3" thick) around all trees (canopy and non -canopy) which appear In lawn areas, 12. All plant material Is to be guaranteed for 1 full year. 13. Erosion control is required as needed and clean-up Is Included. s 14. See Site Plan for topographic Information, existing and proposed utilities, easements, adjacent land uses, existing development and roadways. � � �� r��� �si3�s-� - -;s�sc^.�r5 J.., t�s�trst�+s:t•� ••n �a �t��r . x.�a, .� alt . u'nn��'�1�+�' x 1 Plant L.ls. - PHASE 2 BUFFER PLANTINGS �3 Pests . �.. X Key Quantity Size CoP rion Naas Qotankat Nana) Plant Points Coe lents ,�•�-� Canopy Trete O 38 2 1/2' Cat. Chinese Plstache (Pistachia chineIs) No Point Value 61-0' Clear Trunk Min,, Container Co10./12' Ht., 2/3' Sp., Matched 1.1.1 Shrubst t I � ` 311 5 Gal. Ligustrum (Ligustrum Japonlcum) ) No Point Vatue 36' Height Min., Rooted, Futt STREETSCAPE PLANTINGS tam EARL RIMER FREEWAY �; (j}, Canopy Treats '� 10 2 1/2' Cat, Baid Cypress <Taxodium distuchum?r , •�' ©— 150 1,500 12/14 Ht., 4/5 Sp., Matched NORTH FAT PARKWAY 6'-0' Ctear Trunk Min., Container '� S '! � i4 -AU Canop UCanopy Trees. �'%'� _ Oji 4 2 1/2' Cat. Bald Cypress <Taxodlum distuchumS 150 600. 12/14' Ht„ 4/5' Sp„ Matched DO 6'-0' Clear Trunk Min„ Container .: OTHER I' +j,,,. O y Trees i e :'- Q 12 2 1/2' Cat. Live Oak (Quercus virgtana) 150 11800 12/14' Ht„ 4/5' Sp., Matched 6'-0' Clear Trunk Mln,, Container U L Nam -Canopy Trees I; 18 1 1/2' CaL Crape Myrtte <Lagerstroemla India 'Watermelon Red') as CAL) 40 720 6/8' Ht., 3/4' Sp., 3-5 Canes, Matched, Min. Cane Dia = 1 1/2' (For a SingteTrunk) Shrubs (5 Gab or larger) €t S 8 5 Gat. LI ustrum CLI ustrum Japonicum) 4-) 10 80 36` Height Mtn„ Rooted, Futt 25 5 Gat, Knock Out Rose (Rosa spp.) 10 250 18' Height Min., Rooted, Futt O i 14 5 Gal, Dwf,' Youpon Holly (Ilex vomltorlal `nava') 10 140 14` Height Min„ z Rooted, Full � ' 17771 ,. 195 15 Gat Indian Hawthorn (Rhapieotepsis Ingica 'Clara') i0 1,950. 6' Height Mln., Rooted, Futt 1 " Sheaalos <1 Gni,) I 51 1 Gat. Asparagus Fern (Asparagus deng0torus 'Sprenger!') 0 0 Pat Ful a313 1 Gat. Aslan Jasmine (Tracheiospermum asiaticum) 0 0 Pot Fult, 3 - 12' Runners, min. Sod f Verif So Bermuda 'Tiff 419' (Cynodon spp. ;'Tiff. 419'> Y I 0 0 Weed Free, Whole Pieces TOTAL 7, 40 POINTS ICS4`:�4u.;4a.'+-.`F.�:i:2R:= sTf•ZC :1ri.. (4 :S,:.T.ct2cf... R:1,:'Pa2c�ii"•»iT.+•'�:t3'+Ga?.'s5:3s/xC'%;Na:fi5: '. {.^2Ja:.'.ly'i.. enik+t i _ - _ i^..kd4?.Sa4?a't:•.."Fa.'� ::3., .. o.F' :' :fAYit:ZiF£v:•v ..,s7is6r�_3.',':tLT.u: J.A?3v9:' l EVIeWED FOR CO PIJ N E r NOV 2 9 CQ07G COLLEGE S°iA T Ill i DEVELOPMENT SERVICES Tate: 10-5-07 ReVi5ion5: 11-2-07 - BWL 11-19-07 - BWL i• Sheet Number; L_ 1 ; ,I Sheet 1 , PARKING ACCESS EASEMENT (8727/167) -1- - - -F•-• ----7-7-7-7-- - 25' PUE I ( I (8727/167) i I 1 1 FIRE LAN RE LAN IRE LANES -EIRE LANOENNUMMENNOt1RE LANOMMENNOMMOMMEOnRE LAN IRE LA 9 FIRE LANEINUMENNIIIIIIIINEMIfiRE LANOMMONOMENNOWNWRE LANdENNUMMOUNIMFlRE LANEIIIIIIIIIIIIIIINEEMONNOFlRE LAN E LANEImme E LANRMMMMMMMMMsInRE WJ �- EXISTING N►7 3y UNDERGROUND EXISTING - - - - - - - - - - - - - - - - - - - - - - - - - - ELECTRIC ELECTRICAL EXISTING UNE' -'------ TRANSFORMER------------------- GAS LINE -� VLH 300' 2 9' PARKING SPACES �SGASI on m so I W-6 -W-6 W-6 -W-6 _ ®NE. W-6 W-6 �- HYDRANT �RE -IIL '=30'01 NY1 3H14 r4 3aLiu..�.oNv-I 3a NY'1 N'd'1 3a Ntl'1 3a SITE - 135.91'�oNv-I 3aLi..��oNv1 321 Nn a 140 39 Nrn 3a 38 - �- -7258 GAS UE GAS UE GAS 1 E UE U UE� 8 w 9' PARKING SPACES WATER SERVICE \; _ GA ` 1 HANDICAP SPACE LOCATION i A. • D BIKE m 1 RACK - - - I EXISTING TM( UNDERGROUND 9' I GAS UNE - - - - - - , I i 259 ELECTRIC I I 1 © - D _� L'-., - UNE 9 �`t I ° D °1 EXISTING 6" T --�-� ST Sof ' ST ST -+l� - ST ST I WATERLINE d' ° D 6' SIDEWALK I 15' PUE 1 ACCESSIBLE 6' SIDEWALK �s0 BLE ROUTE -� I ( ) I ° • : � _ D., 8727/167 I D ID i D 1 • a $' 1 D � I I, ' I a I LIMITS OF ? 1 h DISTURBANCE Lot 1E -R3 - _ _ .. __. - -. N - IA � _/._'�'• ''Y ! try � ' _ _.- _.__- __.. - _.. ___. _.._ _ _ _ _._ . - . -- � 1 • PROPOSED 1 STORY BUILDING ' ' 0.405 AC I Lot 1E -R2 5,898 SF ZLIMI DISTURBANCE Iin L J 0.377 AC 22' MAX BUILDING HEIGHT i ° I ZONED A -P 5- PROPOSED J I FF = 259.75' 4' POSE uc MUCO VERDE, LLC. id EXISTING ° I N I I \ UNDERGROUND / ZONED A -P i I fl w ELECTRIC UNE M&S RUDE FAMILY { _ E LIMITED PARTNERSHIP l r D \ \ EXISTING / \ MECHANICAL EQUIPMENT WITH WQQD- - - - - - r \ I SEWER Lot 1E-RiMANHOLE / D ' 0.590 AC ' OR VINYL SCREENING P E I \ : •> �! u° I I !S , -260- 727 7Q ( \61 \ 10' PUE • a. D, e QD 77 \D • v• \ �o\ 15' PUE � \ (8727/167) \ \ Cp \ ,1D \ r r 20 10 0 20 SCALE IN FEET ---- tMLITY DEMAND WATER DEMAND PER BUILDING MINIMUM 0 GPM AVERAGE 9 GPM MAXIMUM (PEAK) 35 GPM 1" DOMESTIC WATER METER SANITARY SEWER DEMAND (0 907. OF WATER DEMAND) AVERAGE 8 GPM MAXIMUM (PEAK) 32 GPM 6" SANITARY SEWER LINE 250� , \ (8727/167) 10' PRIVATE JI i \ AGE EASEMENT (8727/167) PROPOSE %�/ /---- -----------�/ I S M _-- .i R / �S 9 S - -•259 9-S - 9=S~ - 9 --S 7W. -W ill 258 ' ' \ 10 / / EXISTING EXISTING 20' PUE SEWER ry� \ 9� \ a •/ s PRIVATE UNDERGROUND I STORM (8727/167) SERVICE ` 7 EXISTING `r \ DRAINAGE ELECTRIC STORM PIPE PIPE EXISTING \ r• \ EASEMENT / LINE D \ (10420/238) �C / \ %%% / ELECTRICALEXISTING 6" D \ /� / / �• o - TRANSFORMER ° SEWER LINE / ZONED A -P \ \ \ LAIT TEXAS, LLC. / D " Lot 1D '/' \ 9� 0.531 AC e••V / i pIV EXISTING < HYDRANT / 9-S A . I. 1q/\ i__ \ � \ \ \ \ ty `"''' \ PARKING ANALYSIS (JOINS LAW FIFA) REQUIRED PARKING: 5,898 SF MEDICAL CLINIC 1 SPACE PER 200 SF 30 SPACES 30 SPACES REQUIRED TOTAL 1 HANDICAP SPACE REQUIRED 9' WIDTH, 18' LENGTH TYP. PROPOSED PARKING: 10 SPACES PARKING DEDICATED 19 SPACES FROM SHARED PARKING 1 SPACE HANDICAP PARKING DEDICATED 30 SPACES TOTAL m ;-+36--' BIKE RACK DETAIL N.T.S. SUMMARY - PARKING ANALYSIS (NORTH FOREST PROFESSIONAL PARK) 213 SPACES REQUIRED 224 SPACES PROVIDED 9 HANDICAP SPACES REQUIRED 10 HANDICAP SPACES PROVIDED 11 SPACES FOR FUTURE DEVELOPMENT Stchnualtzo Engineering, 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-361 OCTOBER 2014 Li ------------ -----1 SETBACKBUILDING I I I I 7.5' )1 BUILDING 7.5' SETBACK BUILDING SETBACK I 15' BUILDING \ SETBACK \ BUILDING SETBACK INSET THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF DEVEN L DOYEN P.E., LICENSE NO. 109835. ON NOVEMBER 24. 2014. R IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. SITE SPECIFIC NOTES: 1. THE OWNER OF THE PROPERTY IS SteNt ASSETS LLC . THE SUBJECT PROPERTY IS LOT 1E -R2, BLOCK 1 OF THE NORTH FOREST SUBDIVISION, PROPERTY IS ZONED A -P. 2. THE DISTURBED AREA FOR THIS PROJECT IS 0.426 ACRES (18557 SF 1 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE & UTILITY PLAN. RESERVED 12"08" REFLECTIVE FINISH METAL SIGN PARKING 4. LANDSCAPING AND IRRIGATION DESIGN ARE EXISTING. SEE THE ATTACHI 1'-6" LETTER AND LANDSCAPE PLAN FOR NORTH FOREST PROFESSIONAL PA! PHASE IMPROVEMENTS ECT NO. ) I NSIINCLU ED REMOVAL 6 NON -CANOPY MTREES FOR A TOTAL OF 240 POINTS REMOVED. THE TOTAL LANDSCAPE POINTS 3"r2x2 12"x9" REFLECTIVE FINISH METAL SIGN REMAINING ARE 6,800 TOTAL POINTS WHICH IS GREATER THAN THE 5,757 REQUIRED FOR PHASE 2. ALL OTHER EXISTING LANDSCAPING 6" SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. NO LANDSCAPING IS PROPOSED FOR PERMITTING, HOWEVER LANDSCAPING MAY BE PROVIDED ON SITE. ANIZED STEEL TUBE COLUMN5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR T( ONCRETE FOOTING. PROVIDEC.O. ED STEEL CAP WELDED TOTUBE. PAINT TUBE AND CAP. 6. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE V -B OF 5,898 SF IS 2,000 GALLONS PER MINUTE. TWO HYDRAP I I ( ARE REQUIRED. THE EXISTING HYDRANTS WILL BE UTILIZED. I I I I 7. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 1 I NOTES* 3" MI L 1. ALL CHARACTERS Musr BE so" 8. ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS MINIMUM ABOVE GRADE ST SIDEWALK. COUNTY, TEXAS AND INCORPORATED AREAS MAP NUMBER ' ," s.,�l 48041 CO310-F EFFECTIVE APRIL 2, 2014. THE PROPERTY IS NOT LOCATED IN THE 100 YEAR FLOOD HAZARD AREA. ADA SIGN DETAIL 9. PUBLIC WATER AND SANITARY SEWER IMPROVEMENTS ARE EXISTING. N.T.& - - -- -10--ALL -SITE--WORK IS -TO -BE DONE--1N-CONFORMANCE- WITH THE BRYAN / COLLEGE STATION 2012 STANDARD SPECIFICATIONS FOR WATER & SEW AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR STREETS & DRAINAGE. 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILT LEGEND BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGI DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT - - - - - -284- - - - - EXISTING CONTOUR 284 PROPOSED CONTOUR BOUNDARY - - PUBLIC UTILITY EASEMENT F • - • - • - PRIVATE ACCESS EASEMENT - - LOT LINE ---- M WS . � U46 FIRE LANE ST ST EXISTING STORM SEWER PIPE ST ST PROPOSED STORM SEWER PIPE W EXISTING WATER LINE W-8 PROPOSED WATER LINE S-8 EXISTING SANITARY SEWER LINE S-8 PROPOSED SANITARY SEWER LINE PROPOSED 6' DUMPSTER SCREEN FENCE 2 KAM PROPOSED BUFFER WALL GAS GAS PIPELINE EXISTING WOOD FENCE BIKE RACK DETAIL N.T.S. SUMMARY - PARKING ANALYSIS (NORTH FOREST PROFESSIONAL PARK) 213 SPACES REQUIRED 224 SPACES PROVIDED 9 HANDICAP SPACES REQUIRED 10 HANDICAP SPACES PROVIDED 11 SPACES FOR FUTURE DEVELOPMENT Stchnualtzo Engineering, 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-361 OCTOBER 2014 Li ------------ -----1 SETBACKBUILDING I I I I 7.5' )1 BUILDING 7.5' SETBACK BUILDING SETBACK I 15' BUILDING \ SETBACK \ BUILDING SETBACK INSET THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF DEVEN L DOYEN P.E., LICENSE NO. 109835. ON NOVEMBER 24. 2014. R IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. SITE SPECIFIC NOTES: 1. THE OWNER OF THE PROPERTY IS SteNt ASSETS LLC . THE SUBJECT PROPERTY IS LOT 1E -R2, BLOCK 1 OF THE NORTH FOREST SUBDIVISION, PROPERTY IS ZONED A -P. 2. THE DISTURBED AREA FOR THIS PROJECT IS 0.426 ACRES (18557 SF 1 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE & UTILITY PLAN. RESERVED 12"08" REFLECTIVE FINISH METAL SIGN PARKING 4. LANDSCAPING AND IRRIGATION DESIGN ARE EXISTING. SEE THE ATTACHI 1'-6" LETTER AND LANDSCAPE PLAN FOR NORTH FOREST PROFESSIONAL PA! PHASE IMPROVEMENTS ECT NO. ) I NSIINCLU ED REMOVAL 6 NON -CANOPY MTREES FOR A TOTAL OF 240 POINTS REMOVED. THE TOTAL LANDSCAPE POINTS 3"r2x2 12"x9" REFLECTIVE FINISH METAL SIGN REMAINING ARE 6,800 TOTAL POINTS WHICH IS GREATER THAN THE 5,757 REQUIRED FOR PHASE 2. ALL OTHER EXISTING LANDSCAPING 6" SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. NO LANDSCAPING IS PROPOSED FOR PERMITTING, HOWEVER LANDSCAPING MAY BE PROVIDED ON SITE. ANIZED STEEL TUBE COLUMN5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR T( ONCRETE FOOTING. PROVIDEC.O. ED STEEL CAP WELDED TOTUBE. PAINT TUBE AND CAP. 6. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE V -B OF 5,898 SF IS 2,000 GALLONS PER MINUTE. TWO HYDRAP I I ( ARE REQUIRED. THE EXISTING HYDRANTS WILL BE UTILIZED. I I I I 7. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 1 I NOTES* 3" MI L 1. ALL CHARACTERS Musr BE so" 8. ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS MINIMUM ABOVE GRADE ST SIDEWALK. COUNTY, TEXAS AND INCORPORATED AREAS MAP NUMBER ' ," s.,�l 48041 CO310-F EFFECTIVE APRIL 2, 2014. THE PROPERTY IS NOT LOCATED IN THE 100 YEAR FLOOD HAZARD AREA. ADA SIGN DETAIL 9. PUBLIC WATER AND SANITARY SEWER IMPROVEMENTS ARE EXISTING. N.T.& - - -- -10--ALL -SITE--WORK IS -TO -BE DONE--1N-CONFORMANCE- WITH THE BRYAN / COLLEGE STATION 2012 STANDARD SPECIFICATIONS FOR WATER & SEW AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR STREETS & DRAINAGE. 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILT LEGEND BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGI DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT - - - - - -284- - - - - EXISTING CONTOUR 284 PROPOSED CONTOUR BOUNDARY - - PUBLIC UTILITY EASEMENT F • - • - • - PRIVATE ACCESS EASEMENT - - LOT LINE ---- M WS . � U46 FIRE LANE ST ST EXISTING STORM SEWER PIPE ST ST PROPOSED STORM SEWER PIPE W EXISTING WATER LINE W-8 PROPOSED WATER LINE S-8 EXISTING SANITARY SEWER LINE S-8 PROPOSED SANITARY SEWER LINE PROPOSED 6' DUMPSTER SCREEN FENCE 2 PROPOSED BUFFER WALL GAS GAS PIPELINE EXISTING WOOD FENCE -- -- PROPOSED IRRIGATION SLEEVES UE EXISTING UNDERGROUND ELECTRICAL �- T VEHICLE LAY OF HOSE FIRE HYDRANT GATE VALVES iae PROPOSED BIKE RACK PROPOSED SIDEWALK RAMP PROPOSED AREA INLET PROPOSED SIDEWALK SILT FENCE CONSTRUCTION EXIT ly �; EXISTING LANDSCAPING DISTURBED AREA LIMITS -- - - - - - - - - - -- ACCESSIBLE ROUTE TFICINITY MAP JONES LAW FIRM OFFICE NORTH FOREST SUBDIVISION LOT 1E -R2, BLOCK 1 - COLLEGE STATION, TX 0 A # a I J, AN COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. 12. ALL PARKING SPACES ARE 9' WIDE BY 18' DEEP WITH 2' OVERHANG UNLESS NOTED OTHERWISE. 13. THE DUMPSTER AND ENCLOSURE ARE EXISTING. 14. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. 15. FOR THE PURPOSES OF SIGNAGE AND NRA STANDARDS, THIS SUBDIVISION SHALL BE CONSIDERED ONE BUILDING PLOT, 16. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR BV PLASTIC SURGERY. CSU ELCTRICAL CONTACT: SAM WEIDO ELECTRIC PROJECT COORDINATOR CITY OF COLLEGE STATION UTILITIES 979-764-6314 GENERAL NOTES: 1. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 2. PAVEMENT DEPTHS: ARE EXISTING AND ARE 6" CONCRETE PAVEMENT IN FIRE LANES AND TRASH DUMPSTER AREA, AND 5" IN ALL OTHER LOCATIONS. 3. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. 4. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN - THE PROJECT -AREA; -WHETHER =SHOWN -ON- PLANS -OR NOT,- AT - LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 1-800-DIG-TESS. 5. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSRUC11ON UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT. AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 6. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 7. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 8. THIS PROJECT IS LOCATED WITHIN THE NORTH FOREST PROFESSIONAL PARK BUILDING PLOT. EACH BUILDING WILL BE REQUIRED TO MEET THE ADDITIONAL STANDARDS FOR 20,000 SF PLOTS OR GREATER (UDO SECTION 7.9D) THE TOTAL BUILDING AREA FOR NORTH FOREST PROFESSIONAL PARK IS 43,264 SF FOR THE 4 EXISTING BUILDINGS AND THIS PROPOSED BUILDING. SITE PLAN JONES LAW FIRM OFFICE NORTH FOREST SUBDIVISION BLOCK 1 _ LOT 1E -R2 0.377 ACRES (10420/238) MORGAN RECTOR LEAGUE, A-46 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1"=20' NOVEMBER 2014 OWNER/DEVELOPER: APPLICANT/ENGINEER: SteNt ASSETS LLC SCHULTZ ENGINEERING, LLC. R 0. BOX 9262 TBPE Firm Reg. No. 12327 COLLEGE STATION, TX 77842 2730 Longmire Drive, Suite A College Station, Texas 77845 P.O. Box 11995 SURVEYOR: College Station, Texas 77842 (979) 764-3900 Brpd Kerr, RPLS No. 4502 Kerr Surveying, LLC 409 N. Texas Ave. Bryan. Texas 77803 SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:1 FILE NAME: 14-361 SHEET Cl