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DrawingsFLOOD NOTE ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. 48041 C0325E, DATED 5/16/12; THE PROPERTY SHOWN HEREON IS LOCATED IN ZONE "X" (UNSHADED), WHICH IS AN AREA OUTSIDE THE 100 -YEAR FLOODPLAIN. / i / 16N / O / / Ai16D 25D ' 18D / 16N / 26D 111111 VV ) 8N / 16D ' j 18D / 16N / Q / o0 24D 3 p / CL 0 O o / o O I Uj / 1 O = / (0 it N , u'} O I tf7 O C E � , \ It, O4.1 �i l \� \ o `\ i rn \ C ..� C 2 _ - .0 ari F- o L V) - �0 E co SVIA o O O C 0 �i 0 iN N N F \ 1 BUILDING NOTE THE BUILDING IS STRUCTURAL STEEL AND LIGHT GAGE FRAMING, CLAD WITH FIBER CEMENT PANELS AND QUICKBRIK. 4,7oo GROSS SQUARE FEET (VB) NOT SPRINKLED. INTERNATIONAL FIRE CODE REQUIRES 1750GPM FOR 4 HOURS. WITH DOMESTIC DEMANDS ADDED IT IS 1775 GPM. BUILDING HEIGHT TO EAVE IS 16'- 51f" AND TO ROOF IS 20'-8". SEWER AND WATER DEMANDS Bascd on.operations of existing Stripes stores with shilar footprint and usages, the anticipated water usage for a 5093 prototypical design is approximately 4,000 gallons per day (GPD). This estimate is for both the domestic: water demand as well as the waste water discharge from the building. Total calculated drainage fixture units (2012 IPC: table 709.1) for the building is 109 ..0 © 0 SCALE 30 60 r • DFU; as listed below: S METER to co 0 95% PROPERTY LINE 100% DFU Qty Total 12/24/14 L� CURBING 02/03/14 Floor Drain 2 11 22 ■� co kj M CCD1, Hub Drain (3") 5 2 10 �`V FIRE LANE o Floor sink (3") 5 7 35 PROPOSED Water_ctoset 6 3 18 Lavatory 1 4 4 BUILDING CONTROL POINT Sink 2 4 8 - -• PROPERTY LINE Service sink 2 2 4 Q CURB INLET W WATERLINE Urinal 4 2 8 (ALL FITTINGS TO BE BRA S 109 WRAPPED IN POLY) © GA X"SS SANITARY SEWER LINE O PARKING COUNT UGT UNDERGROUND TELEPHO 4P ❑T TRANSFORMER UGE UNDERGROUND ELECTRIC® WATER METER GAS GAS LINE CANOPY PARKING STALL STORM SEWER F GENERAL SITE NOTES 0 C� 11D . ft t 1 1. UNLESS OTHERWISE SHOWN, ALL CURB RADII SHALL B �ZOR 10'. 2. ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 3. ALL CURBING SHALL BE TYPE B PER DETAIL TYPE B CURB, UNLESS OTHERWISE NOTED. 4. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL LOCAL REGULATIONS AND O.S.H.A. STANDARDS. 5. CONTRACTOR SHALL REFER TO ARCHITECT PLANS FOR EXACT BUILDING DIMENSIONS AND UTILITY ENTRANCE LOCATIONS. 1\ 6. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND EOTECHNICAL REPORT DETAILS FOR PAVING DESIGN \� AND PROPER MATERIALS. I7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANT ONING THE SITE UNTIL WORK IS ACCEPTED BY THE OWNER. 8. POLE SIGNS ARE NOT PERMITTED. MONUMENT SIGNS M Y NOT EXCEED 10' IN HEIGHT AND WILL BE SETBACK ACCORDING TO UDO SECTION 12-7.5. ALL SIGNS WILL BI PERMITTED SEPARATELY. 9. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING ADEQUATE TRAFFIC CONTROL THROUGHOUT / THE PROJECT, INCLUDING PROPER TRAFFIC CONTROL DEVICES AND/OR PERSONNEL AS REQUIRED. THIS ACCESS INCLUDES BOTH VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH M.U.T.C.D. i ° PR vi ATE ACUS / \� 10. BUILDING SQUARE FOOTAGE IS 4700SF. BUILDING HEIG T IS 16'-51/4"TO EAVE AND 30'-8" EASEuENT • TO ROOF 13D ✓~ / \�` 11. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIP ENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO IT IS \ NOTVISIBLE FROM DISTRICT ROM A POINT V ABOVE GRADE SUCH SCR, EN NB G SHAL IE COORDINATED WITTHIN 150'OF THE H ECT O THE BUILDING UILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED AP EARANCE. 12. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET STI NDARDS OF SECTION 7.11 OF THE UNIFIED _ a__,-,,_ _ _ DEVEI CPMENT_ORDINANCE. THE LIGHT SOURCE SHAL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO \' t T40 / \ F1XTUitE THAT SHALL DIRECTLY PROJECT LIGHT HORIZ NTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANO t' \\\� THAT THE PROJECTED CONE OF LIGHT DOES NOT CROIS ANY PROPERTY LINE. ,,,, �7� ,, 12N 13. PROPERTY OWNERS WITH DUMPSTER SCREENS LOCA1jr_D WITHIN UTILITY EASEMENTS AE H RERE ` V BY WARNED THAT THEY WILL BE RESPONSIBLE FOR THE REPLACEM NT OF THE SCREENS IF IT BECOMES NECESSARY TO A. L 0 U `' �J� H4-STRIPES 40 S \ �\ REMOVE THEM FOR UTILITY CONSTRUCTION AND ORM INTENANCE. t ~', ' 19N \ 14. THE GAS CANOPY LIGHTING WILL BE FULLY RECESSED WD BUILDING FACADE LIGHTING WILL BE DIRECTED ` 2 4700 SF A' 2D. c -� TOWARDS THE FACADE. SFE"lye,f JK MX 1 5 . FFE 334.15 m 15. BUILDING AND SITE LIGHTING WILL BE LED AND SITE LIGHTING WILL NOT EXCEED 20 FEET IN HEIGHT. Lo 0 NOTES 4DO '•X. '~✓ ` ,! ° • • ;; \�' 12N \ \ 1N. TAPER CURB TO MATCH EXISTING �: .a• :• �:.� `, O A• 2 N. T RANSFO RMER PADS D G PN NNS) UNDERGROUND STORAGE TANKSP RFUFETIN 0 .U. ,;c • ' .(2254 ' _ `';-`,: ... 3. F 4N. FUELING CANOPY (PER FUELING PLANS) ,, ,.' :..o '. /..,. tt.. ">•;;, \\ ,a" tr,F (ouTf:.ee NG PE NG PLAN, LIDO, AND ZONING) 6N.DUMPS D ... N....... g.... ... 4 �.A. \. N�'. • ` , . . d3D • . Y.• • '`� ) F' \\ \ 8N. SAWCUT LINE - PIROPOSED PAVING TO MATCH EXI ING ELEVATIONS y `.., T a' .... ;TYP,. d.. a.. G \ \ \ sla'M -t 9N. CONCRETE PAVING BY OTHERS d .•y9 3D °'. 1ON. AIR! WATER EQUIPMENT LOCATION d. < ,:. •. �� \ 13D FL:324.3a:t r.s - .r �� \ \ \ ta- Iecij (our) 1` 12N. TREE PROTECTION FROM ENGIN TO 0" IN 2' 9 5':�. < 5 '� 4©, •. ° 13N. TRANSITION CUR 6 : 9'' �. .3D.., ' ' _'•.N 11D ' • '::. "1D 3D. \. \ 3o'P�I� ,E ACCES�.. ),..; Ty.P.,', •' d,. �....%iEj, `•`; .,•,• .'. ` • 1 , 6 / 14N. ONE-WAY ONLY SIGN (PER CITY OF COLLEGE STATI DN STANDARDS) EY S 6 '� USEMEW \ Std ° ,,; • • d ; 15N. CONTRACTOR TO REMOVE EXISTING CURB AND GL TTER (PER TXDOT STANDARDS) •' e d d f d' , : . , ° ° :,. ;,d 70 �G� / G\\ \ \ SrMw 2 16N. CONTRACTOR TO REMOVE OLD WHITE STRIPE FOR LENGTH OF DECELERATION LANE . . ..d • .. iq - ®to 9N •° «: • S \ \ \ te" Rf,P(OUT} xes \ 17N. GATEWAY TO RESIDENTIAL ®•M .® .®• ®. • ® ® ®.. ® .. ® ® ® ® ® c \ \ Lszti.lecs t 18N. 2" WATER METER N� o-� 4N d � 19N. 1" IRRIGATION METER nl ~ C14 0 o S t. _ �- • 2U' ivRtE I,,- SS STMH -3 to o o ® ® ® ® ® ® ® ® ®5Q' -FUS ® ®� �V MttJT \. �\ DETAILS _ ,• -�d r 6N ID. PARKING LOT STRIPING (SEE DETAIL 3 O 'C7.0) a 18i'.01: , "' .�' ; y6�Y SETiACI , a R25' S \ \ \ 2D. PRECAST CONCRETE WHEEL STOP (SEE DETAIL 2 ON C7.0) HARRISON FRENCH & ASSOCIATES, LTD 1705 S. Walton Blvd, Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 479,273.9436 www.hfa-ae.corn < g r Cn to = 04t' �� -tKG � oma N6 i= m,oL <2 ¢jE O gwEVbWt1WaOWWu_WI- Fto oy�a vwN\oo�=awaw(L`jz0 zza02Sx8zw'o>a °`03�o I.- pig ooa- a. ZF� 8 id'5_jffWMWC3MM ® to co 0 95% co 100% 12/10/14 � o 1 12/24/14 L� CCR1 02/03/14 3 CCR3 o tf' z o � x ■� co kj M CCD1, 05/04/15 W O O Z �`V o in U 4>~ ISSUE BLOCK TITLE DATE 95% 06/06/14 100% 12/10/14 OTIP 12/24/14 L� CCR1 02/03/14 3 CCR3 03/26/15 5 CCR5 04/28/15 Q CCD1, 05/04/15 STORE NO.: 2468 2-•E( DOCUMENT DATE: 6/1/2015 CHECKED BY: PJM DRAWN BY: RDE ; ?S,d :•• - : °.'• c.x x 3D. U - PIPE BOLLARD (SEE DETAIL 15 ON C7 ) �: �� ®� ... •. - `' :., _ ° :}.� . \ \ 4D. PIPE BOLLARD (BOLLARDS IN ADR ACCE S LANES SHALL HAVE A 3 MINIMUM CLEARANCE �A,.• ' "'••• .�4s �8 � -. ` •� . •. sr ;-' !��5. BUILDI . •�. BACKT�`. - a O.°.-4 7N, , d;• p �" \ \ _ BETWEEN BOLLARDS SO AS TO BE ADA OMPLIANT) (SEE DETAIL 7 ON C7.0) �sr o y 4 ,�- �� N • : - ..•.. ' ,b - ,{: • ;��.� ;,�Q• Q .4 . .O• �'-4./d ..:,IONx Gi \ 5D. REMOVABLE PIPE BOLLARD {BOLLARDS HALL HAVE A 3' MINIMUM CLEARANCE BETWEEN k 1. •.......•.•. •••,•.•• • .. F `�N}-- �`_ _- - BOLLARDS d 12N \ E �.. PAUL J.40SS 7D O Q6 4Wd,PRIVATE "�- SO AS TO BE ADA COMPLIANT) (SEE DET IL 10 ON C7.0) p 4 1$D .. 4-\,_ J .t\ ,.,; :;,.: �� n, 1157317 -��✓ NATE 4�� 6D. CONCRETE SIDEWALK (SEE DETAIL SW1 02 ON CITY STANDARD SIDEWALK DETAILS} P 8T37""�G�*T02 83.75• 984.01' 7D 189.26' 18D 6D 32,x T TAIL ST1 01 ON FIGUREST) a -� •.. -.� •p ;• -- E ° ., • "�- _ C � __ �-�- E E - E `..� \ E 8D. FIRE I LANE MARKING (SEE DETAIL 110ON5 O)E A���G�,� ., E r.5..u,• • PL TO B , . 7D 9D. HEAVY DUTY CONCRETE SEE DETAIL 9 N C7.0) - _.- I J 10D. REGULAR DUTY CONCRETE (SEE DETAI 9 ON C7.0) -' -� ••• '- IL 4 O C7 0 AIL SEE DETA > ERMIT F RP O 7D _ 7D + 8N 15N 15D. 8N [23D :5 OJ SUY L-•- 8C _10 8C F M H I G H W A Y N 0. W E L L B O R N R 0 A BC - 33 � 11D. SITE SIGN BASE DET ( - 12D. CURB CUT END TREATMENT (SEE DETAII.2 ON 07.3) 178.19' 100' TAPER 13D. 8' TALL MASONRY BUFFER WALL (SEE DETAIL ON ASSOCIATED WALL PLANS) ���� COA 14D. TRAFFIC FLOW ARROW (SEE DETAIL 6 ON N 07.1) 15D. 6' AMBULATORY RAMP AT STREET INTE SECTION & DRIVES (SEE DETAIL SW3.04 ON FIGURE SW) 16 1 N N 18D 15N _ 23D $(� 16N 15N 16D. DECELERATION STRIPING (PER TXDOTSTANDARDS) 335LF OF PAINTED 4" SOLID WHITE STRIPING 1#LCr_ n8 576 18D. WELLBORN ROAD DECELERATION LANE PAVING (SEE DETAIL 1 ON C7.4) BC TO ac ELP"VATIQ19D. EDGE TREATMENT FOR CUPB CUTS (SE DETAIL 2 OF 07.3) SITE 20D. 600 PARKING LOT STRIPING (SEE DETAIL 4 OF 07.3) ATC c �gs.> 21 D. STATE HWY 40 DECELERATION LANE PA ING (SEE DETAIL 2 ON C7.4) PLAN b l I t d' L � IL � "(4) BICYCLE PARKING SPACES (SEE DET IL ON SHEET C7.3) • FIRE 2 1 5 -f ® REQVI DESIGN 23D• '`STR PINGATION STRIPING (PER TXDOT STANDARDS) 178 LF OF PRINTED 4" DASHED WHITE ♦'I • Constr. Type 24 ! DECELERATION STRIPING (PER TXDOT TANDARDS) 221 LF OF PAINTED 4" DASHED WHITE STRIPING -- - - - - - - -- D.1 TXDOT TYPE I CURB AND GUTTER 3" IN EIGHT (SEE ASSOCIATED SHEET TXDOT CONCRETE CURB L__ 0 ' AND GUTTER DETAILS "CC -CG") *3' NO. Stories-...`""--.-eg 0 Z L RF D D:` TXDOT OBJECT MARKER (SEE ASSOCIA ED SHEET TXDOT EL MEAT _ _�- MATERIAL DESCRIPTION USE CODE (D W} S 1(F X)S E 8C �Tlj EC 4 Sprinkled (` f N '` PAIWiNG REQUIREMENTS (� p� NOT REQUIRED..._ _ _ 3 A E�s t `� -- -- - - L -� - - - - (1) PARKING RATIO REQUIRE =1: 3 5 `_' 3 $1�AC1:S I�6tltRED 3 SPACES PROVIDED s a JUN 22 2015 A SEE SHEET C7.4 Required ° JUS! 12 2 15 COLLEGE STATION DEVELOPMENT ERVICES COQ -LEGE STATI PLAT FILED: ENGINEERING z SCALE .30 0 30 60 1 inch 30 ft PLANT 5CHEDU LE TREES CODE PTS QTY CALIPER COMMON NAME TANICAL NAME LAG DY2 5 (25 Burr-Eg) 1.25 Dynamite Crare Myrt e / Lagemtroemia indica 'Dynamite, 40x5 200 / ` NATIVE TREES CODE QTY COMMON NAME/ f LTANICAL NAME 0 CER. TE2 3 1.25 Texas Redwel Cer Is Canaden5i5 texensis 4093 120 ' QUE: VS t & 3.5 3004 1600 • QUE MAC 10 1.5 Burr Oak/ QuerCU5, lacrocarra 75x 10 750 QUE MUE 6 1.5 Chinkapin Oak/ Quercus muehlenbergo 75x6 coo UE MUE%6tw4fe I lb ci,� / G�, WACC-tIll.-, S�_L, Ch_prA 2r CODE QTY f a a 10 SHRUBS COMMON NAME BOTANICAL NAME GG 0 5-GAUON LANDSCAPE CONTRACTOR TO COORDINATE WIT `/`OX66 990 < 7, DY2 GENERAL CONTRACTOR AND ELECTRIC IkOk CL13� 53 41 7- $13% .5 -GALLON r_k,,,,ey Hawthorn 5tandar4lRbaphtolepisindica C.% COMPANY ON EXACT LOCATION OF EL IC LI MC06 53xI0 530 U. 0 PRFVAT-• K05 KN2 7 :rout -C 5 -GALLON Knock Out Rose Rad� *azz Rosa shrub 'Knock out, 10x7 70 NATIVE 5H • 5 gal B5 CODE QTy COMMON NAME / 5 TANICAL NAME LEE= 0 LEU 51L 31 1 GALLON Texas Ranger! La hYllum frutescens 'Silver Cloud - 5 -5 gal -�5 gal 31xI0 310 GROUND COVERS LAG DY2 CODE COMMON NAME BOTANICAL NAME C_ 0 CYN DA2 Bermucia Grass Cynodon Jacyon (Smp) A Que MUE .:: LAG DY2 .; :� ZL \ /`� XV LCYN DAC Bermuda Grass Cynodon dactylon (50D) `FU 9'L STRIPES 5,040 TOTAL POINTS 3-5 1LAG DY2 oue UE J6* ow 4700 SF FFE 334.15 BUFFER WALL TO BE &TALL TREE PROTECTION BARRICADE ow DY2 TH FORM MOLDED T LEDGESTIONE TEXTURE v I -H SIDES. SEE ASSOCIATED Islaw 05) WALL PLAN BY ARROWH PRECAST. El DETAILS 02 EX15TIN W 4 a I D. TREE PROTECTION FENCE (SEE DETAIL 4 ON C5.1) 0 IB I MW LAG DY2 IN 1-54- 0 GENERAL LANDSCAPE NOTES: '7, 1- P U. ISSUE BLOCK Z_r- - - 717 _ -, , 11 7 1 '� - � " LEU 511. X or LA DY2 - ALL PLANT MATERIALS IR -ATTHe5iTe%jTH TITLE 1-11 SHALL AR Jvc SOIL MOIST. A 4N Is 0 0,"*' i LU MAY OC,_Ufft AS A Rr-SULT Or, -J110SCAPE INSTALLATION. UTILHIE5 5 'OM ON TI -115 QUE MUE E ACCES P H M r \ VfRJFIED ON THE CjVIL uriuTYPLAN AND IN THE FIELD. LO I- W t -al E ENT PU,N ARE APPROXIMATED. AND SHOULD 0 EX15TIN .0 0 0 0 0 0 0 9a1 24" OAKS UNDER NO CIRCUMSTANCES WILL LANDSCAPE WORK BE APPROVED Fop, PA IZE AND GENERAL HEALTH ARE NOT AS 1CCRI 02/03/14 0 REQUIRED ON PLAN, (MENT IF PLANT 50O 6 0 3 CCR3 03/26/i5. 0 1@ 0 0 C, 05 KN2 ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAP AS INDIC NTED ON PLANT LIST. A,5 C 15 .0 0 0 1 0 0 .1 0 v PKIVATE F_"LA CONTAINER: APRIL 1-5EFTEMBER 30. BtB OCTOBER I ; MARCH 31 -5 gal* a 0F EASEMENT B) I CCD1 0* <� ALL TREES MUST 13E STRAIGHT TRUNKED. FULL HEADED AND MEET L REQU REMEUT5 AS 5 5 L_Q_J R05 KN2 rLA- W AL V^N EMU SPECIFIED. O _j co CD 0 C) 0 1 O 0 T_ ct Q 00 0 to a ON! C W E :3 lu 0 C3 C 0 2 0 0 o0 00 C) IN 0 90 " 0 M O r- w--- CLA gCL9C (7 - APS E 5UajECr TOAPPROVORAND THE OWNER BEFORE, DURJNG AND AFTER RHA RHA--- C -LN INSTALLATION. A Le _. 00, Out! KAA-f. 40 THE LANDSCAPE ARCHITECT OvTHE CONTRACTOR SHALL PROTECT EXISTING FEATURES ON SITE. 1 CCO3 08/17/1 5�y5jb".x 7 1 luf- X_ I -A -k ALL DISTURBED AREAS, DESIGNATED TO BE SEEDED MUST BE COMPL, fte PERENNIAL RYE / 25% BERMUDA AT A RATE OF 112# PER 1000 50 FT, LY 1�1 1YDRO5EEDED WITH BERMUDA GRA55 SEED (75% STORE NO.: 2468 XIA -APPLY SEED UNIFORMLY BY HYDR05EEDING C A DEPTH OF 1/4.1/2 IN. DOCUMENT DATE: 8/17/2015 SOIL AMENDMENTS: APPLY LIME AND FERTILIZER ACr;ORDIt4G TO SOIL TESTS, OR APPLY I LB PER 1.000 50. FT. GROUND AGRICULTURAL QUALITY CHECKED BY. PJM - LIMESTONE AND I Lb PEP - - - - - - - - - - - - -- 1,000 So. FT. 3 1 -3- 10 TYPE 'B' Top DRESSING Ff- RTILIZER THOROUGHLY WATERED INTO THE SOIL. I -B45 9 -5 Mal _(5) 1-5 gal 5 gal UE MAC TE2 RHA. V-'P-fk R05 KN2 R05 KN2 5-13 4. B (5) R( SEEDED AREAS ARE TO BE WATERED ENOUGH TO MAINTAIN ADEQUATE SURF, kCff 501E MOISTURE FOR PROPER SEED GERMINATION. +33 1-5 gal TE2 MAINTENANCE: RDE ,331.GEP 4KNJ2 R 331 L -5 KN2 2-B*B 1 5 gal _-E WATERING SHALL CONTINUE FOR NOT LESS THAN 30 DAYS FOLLOWING SEED NG OR UNTIL A HEALTHY STAND OF GRASS, WITH 1 -.5 gal OR MORE COVERAGE. 15 ACHIEVED. iiMMEDIATLEY RESEED, FERALIZE, AND 900/0 • ACHIEVE THE COVERAGE SPECIFIED ABOVE UNTIL A HEALTHY S ULCH DAMAGED AREAS OP, ANY AREA THAT FAI IS TO CITY NOTES: DOFG 5, WITH 90% OR MORE COVERAGE, 15 ACHIEVED. THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL 0 ST UANTITIF5 SHOWN ON TH5f PLAN5, BEFORE PRICING THE wom -ONE HUNDRED (1 00) PERCENT COVERAGE OF GROUNVCOVER, DECORATIVE PAVING, DECORATIVE RCXK, ORA PERENNIAL THE LAN05CAPE CONTRACTOR SHALL FULLY MAINTAIN ALL PVNTING (INCLVDII JG BUT NOT LIMITED TO WATERING, 5PKAYING. GRASS 15 REQUIRED IN PARKING LOT ISLANDS, 5WALES AND DRAINAGE AREAS, AND THE PARKING LOT SETBACK UNLE55 MULCHING, FERTILIZING, ETC.) OF PLANTING AREAS AND LAWNS FOP, OTHERIAI15E LANDSCAPED OR EXISTING PLANTS ARE PRESERVED. ONE HUNDRED (100) PERCENT COVERAGE OF 90 DAYS AFTER SUBSTANTIAL COMPLETION. GROUNDCOVER OR PERENNIAL GRASS 15 ALSO REQUIRED IN ALL UNPAVED PORTIONS OF STREET OR HIGHWAY RIGHT-OF-WAY TRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MA rERIAL FOR ONE (1) YEAR BEGINNING AT THE DATE OF *at THE LANDSCAPE CON OR ON ADJACENT PROPERTY THAT HA5 BEEN DISTURBED DURING CONSTRUCTION. IF GRAS515 TO BE USED FOR COMPLETION. THE LA14DSCAPE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE THE END OF THE SUBSTANTIAL GROUNDCOvER, ONE HUNDRED (100) PERCENT LIVE GRA55 GROUNDCOVER, 15 REQUIRED WHETHER 13Y 50LID SOD OVERLAY GUARANTEE PERIOD 05 PER, -DIRECTION OF THE OWNED. U)o OR PRE -PLANTING AND SUCCESSFUL TAKEOVER OF GRASSES. rnP OC 4 SAME Spec ANY PLANT MATERIA! WHICH DIES, fOR N5 BROWN OR DEFOLIATES (PRIOR TO TAL ACCEPTANCE OF WORK) CHALL BE PROMPTLY 1, ��PEOFICATION15. 00 d)*.* REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE E5. QUANTITY, 51ZF AND MEETING ALL PLANT L15T 43 STANDAI',D.5 SET FORTH IN *AMP-RJCAIl STANDARD FOR NURSERY STOCK! 1260.1) REPRESENT GUIDELINE SPECIFICATIONS ONLY . . '1 . . . . . AND 511ALL CONSTITUTE MINIMUM9 QUA!jTY REQUIREMENTS FOR ALL N EW P OF THE AMERICAN NATIONAL STANDARDS INSTITUTE PLANTED AND MAINTAINED IN ACCCiRDANCE WITH THE LATEST EDITION NT MATERIAL. ALL NEW PLANT MATERIAL SHALL BE REQUIREMENTS FOR TREE, SHRUB, AND vj"r_r, WOODY PLANT MAINTENANCE (qq5I A3CO ,-ARTS I THROUGH C). ALL TOPSOIL APPUED TO THE SITZ 5MALL BE LOAMY, FRIABLE SOIL. C(DNTAINI - 3 A MINIMUM OF 1.5 PERCENT BY DRY WEIGHT ORGANIC MATTER; FREE FROM SUBSOIL, REFUSE, POOT5, HEAVY OR STIFF CL,Ay, STONES LARGER THAN 25 MM (I IN.), NOXIOUS FOR SEEDS. 5TICK5, 51J5H, LITTER, AND OTHER DELCTERiOU5 SUBSTANCES; SUITABLE FOR THE GERMINATION OF SEEDS AND THE SUPPORT OF VE(.-. n�ATIVE GROW - m. T.JE PH VALUE SHALL BE 13ffMIEEN 5.5 ANC, I G.S. CONSTRUCTION LANDSCAPE EDGING TO BE 'BEND A ', BOARD` EDGE 2vx4' SECTIONS Ai�!D 5 BROWN 114 COLO REVIEWED F__ OR ALL PLANTING AREAS SHALL Be Tor DR C-55ED WITH 2-3- Or B R. TEXAS COA COLORAC 0 BULL ROCK ON DEWITT PRO 5 LANDSCAPE FAE)p COMPLIANCE TOP ROCK SHALL BE EVEN WITH TOP Or CURBS OP, EDGING. SEE, 7 IVIL PLANS FOR ELEVATIONS. SECURE FABRIC NTH PINS OP, IC. 5TAPLE5(2*x5% FINS SHALL BE PLACED AT5'O.C. AND JOINT5!�HALL OVERBY 120 #F-8576 DEC 10.2015 R E L) cOR CI PLANTING RE LANDSCAPE COLLEGE STATION COV REQUIREMENTS: 'A�, - � PROS. Pz DEVELOPMENT PROJEC AREA POINTS 65 'i�ERVICES J C 1,5 5-0 4.170 PLAN STREET RONTAGE POINTS 11959 '300 5" 1 '000 GS -3 X'30 Ft5 1-959 10%' - I,7G,3 1122 SHRUBS TREES PLAT FILED.-, -3171f (WELLBORN RD.) + 25211 (HWY 40) - G09II/ 50 - 12.18 x 300 3.G5S 2,970 AUG 2 6 2015 EXISTING 1 5.670 TOTAL REES TO BE PRESERVED 27*+19"+210+24-AITREE:51-4.5-ORLARGERX506ptc, Changes since 105+ Sf-orqp P. f 10N STREET FE REQUIREMENTS (5) 1 TREE FOP, EVERY 25 LF OF 5TREeT FRONTAGE E ELOP.Mr, A t.'WICES 317 it FRONTAGE WELLBORN RD/ 25 = 12.68 13 TREES 15 TREES PL, 2e�2 if FRONTAGe tjwy.40 25 2, • 15 TREES 12 TREES 14 TREES (D) I CANOPY TREE RrQUIPER 25LF (aGaLr 25 5 TREES 15 [��P_ TREES j= I NON CANOPY TREE R 5 _N C OFYI�T 25 25 SHEET. (5) - STREET TREE CREDIT 1076 CREDIT FOR PLANS BEING rREFArfD BY A LAND5CAPE ARCHITECT (8) - BUFFER TREE REQ -LINEAR FEET OF FRONTAGE5 ARE MINUS DRIVEWAYS AND SITE TRIANGLES UWmfNT rw CO.0 0, W 7F (3� ii , ry 0 \ 0) N 0 O 1 Ui 1 O U O 00 O O in O 66 O LO L0 N1 O N j 00 C P r - L, JE -B 5E -5 16. 0M z SCALE 30 i 0 30 60 F 1 inch = 90 ft. PLANT 5CNEDULE \ TREES CODE QTY CALIPER COMMON NAME / BOTA,INICAL NAME PT5 LAG DY2 5 (25 BUFFER) 1.25 Dynamite Crape Myrtle/ 111 acjer5troemia indica 'Dynamite' 40x5 200 HARRISON FRENCH & .ISS (JCI ATES, LTD 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 479.273.9436 www.hfa-ae.com NATIVE TREES CODE QTY COMMON NAME / BOT, NICAL NAME w N CER TE2 3 1.25 Texas Redbud / Cercis anaden5e texen5o 40x3 120 N a u' ' w a o a N o w U. • oaaa�0a B 6aoza0'oz / QUE GLA G 3.5 Lacey Oak/ Quercus cgla colder 30OXG 1800 �'.O N O v z Z -12 O wF�w<XF6og LL_ a¢ F W0,IXa. ;C 0 ¢ i.r QUE MAC 10 1.5 Burr Oak /Quercus mac carpe 75xi0 750 O 3Nw w NyNw�aawtiOr (1515UFFEI� I.5 = ..��,r�cw,a���N QUE MUE 8 Chmkapm Oak /Quercus uehienberga 75x8 600 M ov) – mu jai F w v Ixw o �{�mWwwa wLnMIAv SHRUBS CODE QTY COMMON NAME/ BOT,NICAL NAME xo ; no ao�aa a woam QUE MUE E E 6 GI Ab I / Al, 1 � d fi ' Ed rd G her' I 0 GG GGO ' AB DW 6 5 -GALLON 055y a is a is x ran 1 ora wa ouc x LANDSCAPE CONTRACTOR TO COORDINATE IT RHA PAT 53 5 -GALLON Pink Lady Hawthorne Standard / Rhaphiolepi5 indica 'Pink Lady' 53x 10 530 �n �a�"� _ �I• DY2 GENERAL CONTRACTOR AND ELECTRIC 7- B (B) COMPANY ON EXACT LOCATION OF EELE.W`RIC Li m Q7 R05 KN2 7 0 5 -GALLON Knock Out Rose Radra / Roaa shrub 'Knock Out' I Oz7 70 20` P.U. PRIVATE ACCESS '/ EASEM NATIVE SHRUBS CODE QTY COMMON NAME / BOT, NICAL NAME 2j,°" q EDW o EAS A ATE ACCE LEU 51L 31 Texas Ran er / Leuco lum frute5cen5 ' 511ver Cloud' EASEMENT I GALLON 9 P 31 x 1 0 310 15' P.U.E. LEU 51L LEU GROUND COVERS CODE COMMON NAME 1 BOTANICAL NAME 5-5 gai 5-5 gal LAG DY2 � •ave I -B >► B � GYN DA2 Bermuda Grass /Cynodon dactylon (50D) EXI5TI / 19" OAK( \ / EXISTI G %I5TINL\G CYN DAC Bermuda Grass /Cynodon dactylon {SEED} QUE MUE ' 24" OAK4-B � B (S ,�• � 'f' / 5,040 TOTAL POINTS LAG DY2 F 12 OAK (B) STRIPES LEU 51L LAG DY2 f QUE UE 3 - 5 g f i _13 � B \ - 3_13 � (8) \ "f TREE PROTECTION BARRICADE 4840 SF ;;' ` \ f: DY2 BUFFER WALL TO BE 8' TALL TH FORM MOLDED / .� } FFE 334.15 m \ IL GT 3 _ (B) LEDGESTONE TEXTURE ON/ BOTH SIDES. SEE ASSOCIATED WALL PLAN BY ARROWHEAD PRECAST. I' ,��� ?�•A / ❑DETAIL -9 1 D. TREE PROTECTION FENCE (SEE DETAIL 4 ON C5.1) 1I- ;` .1 - __&JE!, CONTRACTORS SHALL HAVE JRDERGRQYND UTILITIES LOCATED, LEG113LY 4ARKED, AND SHALL REPAIR ANY AND ALL DAMAGE WHICH Nza GENERAL LANDSCAPE NCITE5: 2 ALL PLANT MATERIALS SHALL ARRIVE AT THE 51TE WITH 501L M015T.i Pik ♦d - s '-• r r • r _ • • r • • fi 2on rE CES VERIFIED ON THE CIVIL UTILITY PLAN AND IN THE FIELD. EMENT 30 'y ���`1�1��I�♦♦♦♦rte .I�� 1 r • r • - ; • r • r •iT AS j*."A REQUIRED ON PLAN. ` •ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAP AS INIDI ATED ON PLANT LIST. • . OCTOBER E ESS %.��%% " t�,e /j►1 r: of ALL TREES MUST BE STRAIGI-IT TRUNKFD, FULL HEADED AND MEET ALL RED AREMENT5 AS SPECIFIED. -T AND THE OWN 13) ALL PLANTS ARE SUBJECT TO THE APPROVAL Of THE LANDSCAPE ARCHITE ER BEFORE. DURING AND AFTER .:. WR- , .. ;�`� ``O.t�.�:`i;, ,, yTHE LANDSCAPEARCHITECT MUST APPROVE• OR REVI51u • THE LANDSCAPE o..�.:.�♦\Oe�>��` - - s +� ..mss► �r/��_ WS. �;;v,�`THE CONTRACTOR SHALL PROTECT EXISTING FEATURES ON SITE. '-. 1T-•' 7��1,i=.1: A�i�ii�l>000%I� �Ir; 07d`r�-'�!'OOV001�� -�UIIA�•��..����, �INr�S'-I'-'���7�►�I.�/�/���'1:'�'I � DISTURBED t • i SEEDED G t t�n. ��/�0762200.0 WITH BERMUDA GRA55 SEED (75% ���/lWjll BERMUDA Of ••• 50 Y I► - I►: .�..• - v - T��`� \ �T����� -' J - : G' yi �r \i .�,.,i ��' �♦j .. "'TRr��j�i�i,_Ii�i♦:�VA�! _a�►:ae� �ri�:A��j.\Z►' ��'♦�� .:.�i�►G ��� ►'� �.��� /►1!•��F�•`�♦�V.♦�y�e..►�i�i�.�.iI �♦��Q♦�♦����r��t+q�j� `d��� ���♦1�� �.....�♦.S♦��♦4e i;►..�11rl► ._ c._� .:�:� -.s a►�"' ����G_`L�� �'1"�.�..���..!I� �! l �r� :.:♦�`���♦ ♦♦♦�♦�i*♦� ♦♦♦• ♦v♦♦�!♦♦♦♦%♦���.♦`►��/ ♦♦�/♦ ♦ ♦ ♦ ♦'♦♦♦� ♦♦ ♦♦♦ ♦ Q i' ♦♦ ♦ `I ti- ♦ t • - t - • r • DEPTH OF - 7. =..... v��.�..��►...;�e��►♦♦. O�.O♦♦.. ; >�.,�♦ swwri 0♦♦♦♦♦�♦♦♦ ®O ♦♦♦ O ♦ �' ® 0 ♦1���� a�.�►�j'rao.//0.♦.�►'r%��►��♦� ��►l�:r':'ra7 .♦-Z►'`,�:IS .►�.♦�� i�iw�i.�♦♦il�♦.► ,�i��♦♦♦ ♦♦♦� ♦♦♦�♦♦♦��♦��♦�♦�11♦�,♦��>♦� .♦�►1��♦.11.'1 �'�Ian v♦�►'♦♦♦ ♦♦ ♦♦ T♦�t.A� r .�i�i ♦ �/' ��:� r♦.r.. ��-. .1�♦i���►�1`► s♦�i . _ _ � _ i♦e w�.�.� ♦ ��• 1� 'i�i♦i♦.11 ♦��1 - v o♦�S.• -e�►.� ►u ����.i.�u�'►0ii.��♦��.� - 'IV,-MA- ��: O .2 ►�,�vrs�i �� �,�ltL •tat - ♦�� �.s. _ . -�ii� ♦e!v♦,/•' �!�♦!♦�♦�♦o♦�i:.�,aw-w � :.i �.a� �� o�.t►_P�: �:1�L♦�♦�♦♦��1,�'A�♦♦.♦�i♦. E AON& ♦�♦'♦'�.♦g.►♦rr ♦♦6♦ -3 M904 ♦�♦ •AMENDMENTS: .�. - �►�♦/p.�i���G♦ ti'♦�♦_....terR ►1���Q@�A_vtiV'��i.,V4 iV►'r1:,.♦.`Go.�..0 .r:�v..i4♦���r - r •-r • • OR •- ••• •-•r a- QUALITY R���i►Tw��iATiiiTI�A♦�`�'♦yid♦ =rv:>-♦���♦r�0♦`�♦♦♦♦♦♦♦�♦♦ fy� : • - r - LIMESTONEt PER1,000 • • - • - • t • • t'!�!:Tu��O�:�,!♦!�V�D ♦♦♦♦♦ ♦♦♦♦♦ ♦ ♦ ♦�►♦♦ ♦ ♦♦♦ 0%y!:'!O:rO♦ ►7�9: v�'�i!♦`!AA`WA—WV�04 M:1f'.e1.10:►�A. �- - -- - ♦♦♦ ♦�♦�. J.�♦0.♦.♦A♦♦♦ ISSUE BLOCK TITLE DATE FACE 501L MOISTURE FOR PROPER SEED GERMINATION. 95% 06/06/14 DING OR UNTIL A HEALTHY STAND OF GRASS, WITH 90% I 0 4,170 50 1,,5085 12/10/14-- MULCH DAMAGED AREAS OR ANY AREA THAT FAILS TO OTP 12/24/14 1 CCR1 02/03/14 3 CCR3 03/26/15 Q CCR5 04/28/15 Q CCD1 05/04/15 8 CCR6 06/01/15 . ATERIAL FOR ONE (1) YEAR BEGINNING AT THE DATE OF SCO o U)_4� GROUNDCOVER OR PERENNIAL GRA55 15 AL50 REQUIRED IN ALL UNPAVED PORTIONS OF STREET OR HIGHWAY RIGHT-OF-WAY SUBSTANTIAL COMPLETION. THE LANDSCAPE CONTRACTOR SHALL PROMP LY MAKE ALL REPLACEMENT5 BEFORE THE END OF THE �Uj. ° � OR ON ADJACENT PROPERTY THAT HAS BEEN DISTURBED DURING CONSTRUCTION. IF GRA55 IS TO BE USED FOR GUARANTEE PERIOD (AS PER DIRECTION OF THE OWNER). STORE NO.: 2468 _(4 DOCUMENT DATE: 6/2/2015 CHECKED BY: PJM DRAWN BY: RDE •Y�.•'� , — ..._ �. � -- — — RHA PAT �, MAINTENANCE- AINTENANCE:1-5 REQ. „�..,,,=:;^` _ _ _ _ _ _ 1-5gal TE2 SEEDED AREAS ARE TO BE WATERED ENOUGH TO MAINTAIN ADEQUATE 5Uf FACE 501L MOISTURE FOR PROPER SEED GERMINATION. *,,,•GER J3tJ2. 2-B * 13 WATERING SHALL CONTINUE FOR NOT LE55 THAN 30 DAYS FOLLOWING 5E DING OR UNTIL A HEALTHY STAND OF GRASS, WITH 90% I 0 4,170 50 1,,5085 R05 KN2 R05 KN2 QUE MAG R05 KN2 ROS KN ROS KN2 OR MORE COVERAGE, 15 ACHIEVED. IMMEDIATLEY RESEED, FERTILIZE, AN 1 5 1 5 MULCH DAMAGED AREAS OR ANY AREA THAT FAILS TO I -5 al 9a1 5 -B B (S} t -5 al I -5 al gal 9 9 9 ACHIEVE THE COVERAGE 5PECIF[ED ABOVE UNTIL A HEALTHY STAND OF G 155, WITH 90% OR MORE COVERAGE, 15 ACHIEVED. STREET FRONTAGE POINTS CITY NOTES: THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN ON HESE PLANS, BEFORE PRICING THE WORK.yCi�v��� 2,970 5,670 TOTAL EXISTING TREES TO BE PRESERVED ��' �PNDSCgp4p THE LANDSCAPE CONTRACTOR SHALL FULLY MAINTAIN ALL PLANTING (INCL -ONE HUNDRED (100) PERCENT COVERAGE OF GKOUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL MULCHING, FERTILIZING, ETC.) OF PLANTING AREAS AND LAWNS FOR 90 D DING BUT NOT LIMITED TO WATERING, SPRAYING, 5 AFTER SUBSTANTIAL COMPLETION. 99°,� GRASS 15 REQUIRED IN PARKING LOT ISLANDS, 5WALE5 AND DRAINAGE AREAS, AND THE PARKING LOT SETBACK UNLE55�. = 3500pts �Q OTHERWISE LANDSCAPED OR EXISTING PLANTS ARE PRESERVER. ONE HUNDRED (1 00) PERCENT COVERAGE OF THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT ATERIAL FOR ONE (1) YEAR BEGINNING AT THE DATE OF SCO o U)_4� GROUNDCOVER OR PERENNIAL GRA55 15 AL50 REQUIRED IN ALL UNPAVED PORTIONS OF STREET OR HIGHWAY RIGHT-OF-WAY SUBSTANTIAL COMPLETION. THE LANDSCAPE CONTRACTOR SHALL PROMP LY MAKE ALL REPLACEMENT5 BEFORE THE END OF THE �Uj. ° � OR ON ADJACENT PROPERTY THAT HAS BEEN DISTURBED DURING CONSTRUCTION. IF GRA55 IS TO BE USED FOR GUARANTEE PERIOD (AS PER DIRECTION OF THE OWNER). 0�:r GROUNDCOVER, ONE HUNDRED (100) PERCENT LIVE GRA55 GROUNDCOVER 15 REQUIRED WHETHER BY SOLID 50D OVERLAY 15 TREES o OR PRE -PLANTING AND SUCCESSFUL TAKEOVER OF GRASSES.` ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR DEFOLIATES (PRIOR O TOTAL ACCEPTANCE OF WORK) SHALL BE PROMPTLY �t °�8 REMOVED FROM THE 51TE AND REPLACED WITH MATERIAL OF THE SAME 5 TOES, QUANTITY, 51ZE AND MEETING ALL PLANT LI5T .. 5PECIFICATIONS. C O IIs M A BUFFER TREES (B)1 CANOPY TREE REQUIRED PER 25LF (3G8LF / 25 = 15 CANOPY STANDARDS SET FORTH IN °AMERICAN STANDARD FOR NURSERY STOCK" ( NSI 260. I) REPRESENT GUIDELINE SPECIFICATIONS ONLY 15 id AND SHALL CONSTITUTE MINIMUMS QUALITY REQUIREMENTS FOR ALL NE PLANT MATERIAL. ALL NEW PLANT MATERIAL SHALL BE 06--o r PLANTED AND MAINTAINED IN ACCORDANCE WITH THE LATEST EDITION OF HE AMERICAN NATIONAL STANDARDS INSTITUTE REQUIREMENTS FOR TREE, SHRUB, AND OTHER WOODY PLANT MAINTENAN E (ANSI A300 PARTS I THROUGH G1• ALL TOP501L APPLIED TO THE SITE SHALL BE LOAMY, FRIABLE 501L, CONT NTNG A MINIMUM OF 1.5 PERCENT BY DRY WEIGHT ORGANIC MATTER; FREE FROM SUBSOIL, REFUSE, ROOTS, HEAVY OR 5TIF : CLAY, STONES LARGER THAN 25 MM (I IN.), NOXIOUS _ SEEDS, STICKS, BRUSH, LITTER, AND OTHER DELETERIOUS SUBSTANCES; UITABLE FOR THE GERMINATION OF SEEDS AND THE FOR PERMIT SUPPORT OF VEGETATIVE GROWTH. THE PH VALUE SHALL BE BETWEEN 5.5 AND G.5, LANDSCAPE EDGING TO BE 'BEND A BOARD' EDGE 2"x4" 5ECTION5 AND SHILL BE BROWN IN COLOR. ('� TEXAS CVA ALL PLANTING AREAS SHALL BE TOP DRESSED WITH 2-3" OF BROWN, COL q RADO BULL ROCK ON DEWITT PRO 5 LANDSCAPE FABRIC. TOP ROCK SHALL BE EVEN WITH TOP OF CURBS OR EDGING. SEE CIVIL PLI N5 FOR ELEVATIONS. SECURE FABRIC WITH PINS OR �_���� STAPLES (2"x5"). PINS SHALL BE PLACED AT 5' O.C. AND JOINTS SHALL OV � ,LAP BY 12" ��..® LANDSCAPE CITY PLANTING REQUIREMENTS: REQ. PROV. I 0 4,170 50 1,,5085 PROJECT AREA POINTS 65,300 sf / 1,000 = G5.3 x 30 pts = 1,9501 10%• = 1,763 1.959 = 5422 7,175 STREET FRONTAGE POINTS ""3171f (WELLBORN RD.) + 2921f (HWY 40) = G091f / 50 = 12.18 x 00 = 3,G55 2,970 5,670 TOTAL EXISTING TREES TO BE PRESERVED 19"+24"+ 12'+27"+ 19" +21 "+24 = 7 TREES 14.5" OR LARGER 500 pta 3500pts = 3500pts 5TREETCAPE REQUIREMENTS (5) 1 TREE FOR EVERY 25 LF OF STREET FRONTAGE 317 If FRONTAGE WELLBORN RD / 25 = 12.G& = 13 TREE5 15 TREES IR"E\ / 292 if FRONTAGE HWY 40 / 25 = I i .GS = 12 TREES 12 TREES 1 V C O IIs M A BUFFER TREES (B)1 CANOPY TREE REQUIRED PER 25LF (3G8LF / 25 = 15 CANOPY REES 15 15 id I i NON CANOPY TREE REQUIRED 68 PER 15LF (3 / 15 = 25 NON C„NOPY TREES 25 25 (S) = STREET TREE CREDIT 10% CREDIT FOR PLAN5 BEING PREPARED BY A LANDSCAPE ARCHITECT (B) = BUFFER TREE REQUIRMENT –LINEAR FEET OF FRONTAGES ARE MINUS DRIVEWAYS AND SITE TRIANGI PLAN F0 PLN 22 �.. SHEET: COLLEGE ION 5.O DEVELOP i E AT FPLEI ? -�i00 SFF SHFFT , G REQUIRED STGN SETBACK IS iD SN yI EIGH OF SIGN: SIGN BEING SHOWN AT 10• TALL ri�ro I .A 5093 LEFT 34 FFE 334.15 6U 1 r;.l 50 F FIA. Q-� :. y. 1p .10 - roc ®.e+.®�" ..'. .® o ®.. ,.. .o .®.. ®�.o �®......® o ® gN ® 018 -D——�— —�—® O —D ---Q-- 0 ® O G ® O® ® O 61 ® O G ® o ' i,. 184.01`.': `_�'._y�. �. •CANOPY SETBACK 0 I— mm m m PROPOSED — — — PROPERTY. CURBING FIRE LANE B BUILDING CONTROL POINT - CURB INLET ® GAS METER OPAflI@RG COUNT ® TRANSFORMER ® WATER METER — — PARIONGREQUIREMEN 'N — — iN T'S 15D BN 16D 1601 18D i5N i6D BN 160 i6N 1501 ��- — — -_— — — — — — — — _— _— _ (1) PARKING SPACE PER(65SF) OF RESTAURANT/SEATING AREAREOUWED __ -- —� -- -- -(GBISFOFRESTAUPANT/SEATNGAREA)/(66)-(10)PAWONGSPACESRE UMM(10)PAFOOMSPACESPROWDED _— -- _- __ — — — — — -- -- -- — It) PARIOIIG SPACE PER (30O SF)OFCONYETIIETICESTOPE REQUIRED (4,019 SF OF CONVENIENCE STORE)1(300)-(13) PARKING SPACES REQUIRED (M PAPXWG SPACES PROVIDED F. M H I G H W A Y N 0 2 1 5 4 W E L L B O R N R 0 A --------------------1----I--------------------- (A) SEE SHEET C7.4 HARRISON FRENCH 1705 S. WA—Blvd, Sim 3 B—vik AA—M 72712 c479273.7780 F479273.9436 BES=bls�. NP A 09 flg>,�gla0ia #' gpBB N„ WN g»g x� O E � 1 O QO O � W O � O ISSUE BLOCK TITLE DATE 95% 06/06/14 1011% 12/10/14 OTP 12/24/14 1 CCR, 02/03/14 STORE NO.: 2468 DOCUMENT DATE: 2/3/2015 CHECKED BY: PJM DRAWN BY: ROE OSPS... MOSS 116731 mo- FOR PERMIT TEXAS COA #F-8576 SITE PLAN SHEEP: C1.0 GENERAL SITE NOTES 1. UNLESS OTHERWISE SHOWN,ALL CURB RADIISHALL BETOR IC. 2 ALL DIMEISIONSAAETOTHE FACE OF CURB UNLESS OTHERWISE NOTED. 3. ALLCURBNG SRALLSETYPE 8 PER DETALTYPE SOURS, UNLESS OTHERWISE NOTED. C ALLWORK AND MATERIALS SHALL COMPLYWTTHALL LOCALREGULATKINSAFID OSNA STANCARDS S CONTRACTOR SHALL REFER TO ARCHITECTPLANS FOR E7(ACTSURDING DIMENSIONS AND UTILITY ENTRANCE LOCATIONS. 8. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND GEOTECHNXALHEPORTOETALS FOR PAVING DESIGN AND PROPER MATERIALS 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTANINGTHESIM UNTIL WORK IS ACCEPTED BYTHE OWNEFL LALL SIGNS SHALL BE PER MUTCO. L CONTRACTOR W^ RESPONSIBLE FOR PROVONG AND MAINTANNGADEOUATETRAFFIC CONTROL THROUGHOUTTHE PROJECT, INCWDING PROPER TRAFFIC CONTROLOEVICESAN♦D/ORPERSONNELAS REQUIRED. THIS INCWDESBOTH VETICULARAND PEDEMIANTHAFFIC CONTROL TRAFFIC CONTROL SHALL BE INACCORDANCE WITH 64U TD.D. O NOTES IN. TAPER CURB TOMATCHE'XISiNG 2N. TRANSFORMER PAD 301 UNDERGROUND STORAGETANKS(PER FUELING PAWS) 401FUELING CANOPY (PER FUELING PANS) SN PYLON SIGN(PEi SIGN PLANS) 6M DUMPSTEfl PAO 71L MGHRNG(PERuGHRNGPLAN) BN SAWCUTLINE-PROPOSED PAVING TO MATCH EXISTING ELEVATIONS BN CONCRETEPAVINGBYOTHFAS ION. AN/ WATER EQUIPMENTLOCATION 11N. BWERHINOPROPANE 1201. TREE PROTECTION FENCING 13N. TRANSITION CURB FROM rTOT NT 14M ONE-WAYONLY SIGN (PER CITY OFCOLLECE STATION STANDARDS) IBM CONTNACTORTOREMOVEEaI GCURBANDGUrtER(PERrADOTSTANDARDS) ISN CONRPACTORTO REMOVE OLD WHRESDWE FORLERGTH OF DECELERATION LANE ❑ DETAILS 10.PARKING IDT STFWNG(SEE DETAILS ON CTA) 2D. PRECAST CONCRETE WHEEL STOP (SEE DETAL2 ON C7.0) 3D. U. PIPE BOLLARD (SEE DETAIL 15 ON C7D) 4G. PIPE BOLLARD ISOLARDS IN ADA ACCESS LANES SHALL HAVE A 3' MNNUM CLEARANCE BETWEEN BOLLARDS SO AS TO BE ADA OOMPUPNI) (SEE DEDUL 7 ON CID) SO. REMOVABLE PIPE BOLLARD(BOUARDS SHALL HAVE A T MINIMUM CLEARANCE BETWEEN BOLLARDS MPLANTI) (SEE J) SO AS TO 8E ADA CA DETAL 10 ON C7 o nn� y W. CONCRETE SIOEWALC(SEE DETAIL SWI -020N CITY STANDARD SICEWAIKDETAILS7 \I \ TO. TYPICAL CURB AND GUTTER SECTION (SEE DETAIL STI -01 ON FIGURE ST) (/ ED. FIRE LANE MARKING (SEE DETAIL II ON C7.0) 90. HEAVY DUTY CONCRETE (SEE DETAIL 9 ON C7A) / N 10D. REGULAR DUTY CONCRETE (SEE DETAL9 ON G7.0) 's•! \ �— VD. SITE SIGN BASE DETAIL (SEE DETAL4 ON C7D) 120. CURB CUT END TREATMENT (SEE DETAIL 2 ON C73) 13D. B TALL MASONRY BUFFER WALL(SEE DETAIL ON ASSOCIATED WALL PLAIQ 14 D. TRAFFICFLOWARROW(SEE OE7ALGONCT.N � 9 ISD. SANMULATORYRAMPAT S7REETBRERSECTION60FBVES(SEE DETALSW3040N FIGURE SW) ISO. DECELERATION STRIPING (PERTADOTSTANOARDS) \ 000000 18D. WELLBORN ROAD DECELERATION LANE PAVING(SEEDETALIONC7:U _ 180. EDGETREATMEM FOR CURB CUTS (SEE DErAL20FC7-) .+ MD. SO-PARKINGLOTSTWNG(SMDETAL40FO72) ..,a_ . v •~17DI000000 210. STATE NWY40 DECELERATION LINE PAVING (SEEDETAL20NC7A) — — PARIONGREQUIREMEN 'N — — iN T'S 15D BN 16D 1601 18D i5N i6D BN 160 i6N 1501 ��- — — -_— — — — — — — — _— _— _ (1) PARKING SPACE PER(65SF) OF RESTAURANT/SEATING AREAREOUWED __ -- —� -- -- -(GBISFOFRESTAUPANT/SEATNGAREA)/(66)-(10)PAWONGSPACESRE UMM(10)PAFOOMSPACESPROWDED _— -- _- __ — — — — — -- -- -- — It) PARIOIIG SPACE PER (30O SF)OFCONYETIIETICESTOPE REQUIRED (4,019 SF OF CONVENIENCE STORE)1(300)-(13) PARKING SPACES REQUIRED (M PAPXWG SPACES PROVIDED F. M H I G H W A Y N 0 2 1 5 4 W E L L B O R N R 0 A --------------------1----I--------------------- (A) SEE SHEET C7.4 HARRISON FRENCH 1705 S. WA—Blvd, Sim 3 B—vik AA—M 72712 c479273.7780 F479273.9436 BES=bls�. NP A 09 flg>,�gla0ia #' gpBB N„ WN g»g x� O E � 1 O QO O � W O � O ISSUE BLOCK TITLE DATE 95% 06/06/14 1011% 12/10/14 OTP 12/24/14 1 CCR, 02/03/14 STORE NO.: 2468 DOCUMENT DATE: 2/3/2015 CHECKED BY: PJM DRAWN BY: ROE OSPS... MOSS 116731 mo- FOR PERMIT TEXAS COA #F-8576 SITE PLAN SHEEP: C1.0 / F / 7 \ 4 I --� R 3_ I I h I I STRIPES 5093 LEFT FFE 334.15 '•0" 33s 4 r" 1 1 I a T 4 I b.+a56---�--� T 333OLD �— �-333.69 G 1 ®i --( — — i ---- 20 TP m I I —3 '� - x• .,.,. "----_3335 m s _ n. N ac— — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — - GE07ECHNICAL RECOMMENDA71ONS REPORT BY. GEOS REPORT DA7ED:JANUARY 21, 2014 NOTE THE FOLLOWING INFORMATION IS FOR REFERENCE PURPOSES ONLY IS AND NOT INTENDED TO BE ALL INCLUSIVE OFFICIAL GEO-TECNINICAL REPORT SHALL BE USED FOR ALL BIDDING AND CONSTRUCTION PURPOSES. 5.71 SITEPREPARATTON S21: Eemirati-emdWeratkms hoOratmiuRewof nd tlhz:Howevs tha5o85ury dllatmthe 'ihe bo arta enmu.nisedda Ys aMsandsto thelrtenNnatb eA _mitlais v publicly araablt historical Imagery (Google Each) Indicates structures re prebhnty present In the if tis sdaeY Codracars o.thwatenn -rtion at the propedY. Tho Posfbi* mists that below grade stench res, such - :should be pnbared forAhe removal of shallow bedrock ma mime Removal of bdma maerab in bammeam and septic system, def be present In ems ase. These activities should Include complete -shalloweresavatidm;an lDety be perinrmd.inth¢.a:argetracklide '.However, eaavaton rales may be tenfpaf i of all .dations, utilities( r4Wing bahBne and backfill materials), slate, bebwgsade walls, :zlawtrthan time lorexmeetirrgid materials. for.deeper ceayatianrTnm hearak:zones, a hoeaam:gr and-pavemets. Rmultingdebmshouid be removed and doomed neat an offsite location. AnymRor ,':bbstthgmwberequhedtofar09ateezavatfonaftheematwhis:. Wetecommendth_e.trockbedeRged_as. deleterious materials encountered a the base of them emvatiars should also be removed. Resulting aeayedumashouid be backNledwith structural fill. General b—atfons.Arty:matestaf]hatmmhotbe pmetratdwHh-asirh¢letaotlrrippsdravm by a. dawlertracmrhWaga pWfiated acnot les than 65,000 pounds;(catemma09Rorequhalantj or- TnsI,sass, rants, tomog and otter anoint matddfhould thinberemovedfrom the sae Thaderbhg .ecavatd:ay.a from<rd i?adc ,tis.. mfngnum h dot Lin Equt ioi¢of 4000(1 Poudi; ad.sttippmeshould edmd at least 10 feet beyond the construction Smits. if pos tale. Waste materials, (Caterp01ar97S crewivelent). bciudmgshippd,eegetn6on,and atharohjecttmmbiemaablsslwWd be dapasedofatmofFsTe iemtien. -Topmg¢nbestorkpiledbadesisated areaanzReandsimdtariateruseWimdsaPd areas. Tmncii Exmatom,AnY matorialtlatmmothe mcandd wHka-6atldioe haehhga budetmrlkhg; . .lor¢+aledatnotleStmars42p00 pnmds(OtaWIar3250torequF2lenU. OursiteobzeaatimsiediaMd the preterm ofawaterwell nsm ThI,f Wreshmid either be protected -for-inrnrporallon acv the pryectorahandmd. water Jtahad-n tshmidhebamnrdmmwah -d6lastNi(zused, prrhlastanapost-hfastsurveys should be pert mh<dm nerbystrurturcs to dPamant appsahleipai,statgandfdsalropktiom Oursite, observations did rdfndtm[edaprammafsepbc condiffe. prior to and foflowing_btasdng operations v the erns, that bleifdanage daises eammed. systems, butthe possibility efWs that a septa system maid be Present at the site. dencauntened,the -Addaiorwity, blaztmoNmangsfiould�6e perfumed dmfrhg thcpaduhgto:dacummt6lasbshodcwaves at septicsysmn and associated drain field should beahandmedso asordamewithapp0mble loml.state and --narby'caacbirec elastieysh-ld beperformd Inaccardaom wNs'appEabb'buai.state,and:federal .federafregWaibns. SepfbSyftehremoalshouldbdude mmpktr remoalofag drain frelds,beddag,and 'reguatm¢ softmatertalsbebwthebednng. Re=Wg mvd=shoWdbebadMedwahoamp.tdfi0. YJeautimagensiost deepen:Warjng(btasUngbelowfiiiliedgndeldmingthe_le.gmdbgoperzUons -over biemnaran.rauitmataiNeiratudn6wheeWnsofttcrarktrdin itsosisaal pmitloru Amcnatdals .damaged by ar'erbastirj shouldbe evaluated by dun sedfeihiri[ml en¢Ineer tp;determbe'ieinedal :requirements. 5 smetmal FiDRemmmendation, Characteristics of remmmedd fill mils and the laament and mm 'an sitafa for Ell are mvidd In P Pam D the latae on the logpwirhg pace. The reailh of ons nmitd tboavry letting andhabe that MOST mute matesbb DO tiOT medthe cieaa fish reureazlaw plaztldty selsifiLL H-car,eeerea—dtatthe nmrsafnce smysands NOT be rmtdas mmpatedffi Therefore,dwedmtmeraBnzmutreme M me fill mataids may need v be imported during grading. Tha gradin¢ contractor should include preseW.-in thele bdforunpaabhgnewmRmakaelsad erpartirhgeace.mete^-t< The neer su flem fig materah mtulsts of sands that cont d. come than 15 pen:mt fines. Es¢elmce Indicates throe materials me, be mdhmue sen tine and degrade rapidly cods heaw mbis-thd equipment. Therefore, themnbacmr shouNbeaware thntgthem matesinhwillbereused infill or arc present at the mbgade deed, some repabs of subgrade that degrade during the mnstutbn may be requkd prbrm payemeat mmtrurllon. CbrefW Pamingof¢adbgmaybewamantedfm pavementareas attldssite Waespedthd grdae atm generally regWm placing new figs that atm need be be Imported to aisle. final subgrade, el—them. Thardore, provided thetmpmtedmatesiak metthe cdadafasch diow plasticity ff.. stibmatlpn of the peamemfubgradew•m not b warantd(assumes mom than 2 feetofmaim.kplacedand mmpaled belmvsub¢adeekvations). Howau,dthe mmedelsm¢ttbec0eda lormmmmim,Ume stabgtmtlonaf the pwemetsubgrdew•m be required The actual opmos lactd should bebwd -the mtsasmdated With imPleme in¢the optons: Please beiWarethatconunonfllmay be used in deeper.fdis m pmentent ernes -nod tlhat Buie stebObetbpsuDl sat tie_waranted H thruppertwP Tenet af.hUtueetsthaa3e;fafor sekgtbwpbstdly68. Pridrtofnitatlng¢adtit¢ativiHes,samplesdpromsedfig sdkahadd bembstmdfornterbergNnks and moniuTdensHy2aHonshipdetermltatfon tatlnR(Le�stadardPtatuj. Thbtestng typiatlyrequlirsa teastsv4daysto.mmplem-Toavofddelaysduringgnding�npi_exof pmpased fin matedat(both or.die andotsite) should he mDectdduangsiv.PiepaatonaclvRies. GENERAL PAVING NOTES 1. SEECONCRETEJOdIT OETABSONSHEETWA 2 PLACE EXPANStONJOWrBETWEEN MEDIUM DUIYAND HEAVYDUTYCONCREM 3. CONTFACTORTOPRDVIOE OIAGONALCONfROLJ01Nf FROM CORNERS OF PAVING TRPNSITRON9. GEOTECHNICAL INFORMATION THE GEOTECHNICAL INFORMATION ON THIS SHEET W AS TAKEN FROM THEGEOTECHMCAL REPORT FREPAREOBYGEOSERVICESDATED APRIL 8, 2014 AND DOES NOTREPRESENTTHE ENTIRE REPORT. SEE THE COMPLETE REPORT FORA FULLGEOTECM DAL E%PLANAT ION PROPOSED PROPERTY LINE . .. CONfRCLJOWT SCALE --------- EVANSIONJO87f 30 0 30 60 P���� CONCRETE PAVINGBYOWNER 1 inch - 90 ft. f(dj�O `,A,�O•Q SEC KWONSHEETC7 VMG ��� DUMPSTER PAD ISEE STRUCTURAL MANS] 53 . FOUNDATION DESIGN AND COMMUCUON SW!oWvmdfd=&Uonsmaybeusedw uppartthebu0dingsandmnopy. WeunderstandtlwtdNbd. pierfmmdmftI maybeused[o. :,,ttheca cmc_, olmdTpimfoundaU.—strud'mhmay sequim rode remoud andpeetralbn rens may bedavrerthentypiod, Recomme'datiorsforbothfoLndatbn systems ase provfdd in the i�ibwing reportcctbns. 531 3predf ism daf rm, Shallow spread fegadst nus may be used to prt b¢ Randall— roMed;lhapYaCtlreedssaeekdh ntandu preped uinithe rcmmnwalatloscomlatiomfupportedbycom low ptnWty renis[ Ell (Bu1lHirhg} or stHF rleyey resIduu--campy) may be designed using an agowahie contact presslaeof 2,50D PsE :Convoumu fatting; should 'be adeas 28 inches write and mhgnn footings. sheutdhentleast24 inches%idetopmtastaphapmdimgsl=rfagufe. Ederiorfmtirigsshduldhearat lemt24Utdhabelowe»a wfmNhedgmdwtoprovidepmw.oDnfinemmtandmdu¢moishae.W.Wn. uderUrebuifd(ng. Irderbrfaotirhgs mayhesupPorted atnomtnaldepfhz. AddBbialdedshmmideratior.arepmvidd beber.' • Afaction'acorof035mnbedbetw nthe'tieadng=bmandbkwmae :ofbwnacte footlrrgw rat[for lateral uselords. Asafe y fadnrof:-a lora-15zlmWd be used In dest®dnglor horizontal kneb, . • Anequteaentflufd pressure f25O psf atklga¢amsithe enthral side; of thefootnaaAbe. used to -midst ledoai bads. A safety factor of at least 15 should be used In designing far hndmnfal leads. lithe design Indde'pmuhdons for Oazsiveresdancr the dedgnershould. sped fy that forms not be mho in the mmhuctlon. • TheupiiRresotanseafa sPnxdfooUnBnut'teen mmmded 1pingtheeBedf wetpJdafthesog. abuvethe.zpread faoung along khtheheeightoftbespreadfmtlng aid stmclnre. Ase3unit welght. of 100 pd may be assumed fir the onsite sops'pbe d above the sprmd footing, provided the fib is pmpa*.ampected:'A:fador of.9civ.pf2A, cress roquhedby 1-1 codee,. shouldbea.it In the design FamdaEmcavatimashould bebadf'Oed cavdetlesamadaytheloading mayztimsarsopened dhinting, exmratorhs ase left open for om thent, day thieran be prateetedbv placing a'mudmmC of lean coor othersan8ar puthods, SurFae watt shouW.not be aibwed m pond uaNin open e>mhmtions:ThefootGh¢subgradeshould helevetanddermedofmR,bole,orwe[mateaalpdortoacting boundabn ierimew, Footings should be poured near tuthe aoavatloid so that water cannot called behind tomisbeFore beddimng dthefoadn¢sa locoed, tAeexaated spa�'ammdtlre finlsfiedfooHn¢ should be�baddilled as soon az practical uning.mg compadd to the requirements given ea6a fir compadedfuL Ourgoo"ahml erlgfn arshouid gbsern:Ule materials exposed atthefmlingsupport bred to evaluate Soft whethsornettheeapmd milt mnsistmt ITh the materiaisemhrntmdatthe bvarhglocatioru. or arts Walde matdak present atthe footing-ppmtlerel'shouid he uMercut m suitable or sgRmaterals .adt he smdergdhactNled-using mmpaded tow plas6atyselectffgBoWahbfmarImus mremda. SSS Dr8kdPhsRammteadetions Asystem'ofdefbdpisfii=dat3ommay Be.umdvmppostthe=OPYfoundatlns. dused.:theddled, pfessshmla ndaofstrzghtsbeAs that do�rm[indude hegsand may be desfgnd usbgerset'aOowaNe' bearing pressure of 4AW psi for pias hearing tual, yrulatlrbed day sods at depth of Snout 8 fed belmeadsting grade .In,mangthe net pressure Ure-wetht ofthe pia beldwthefipuimd ground surface does mt.—onl to beinduded::Eadi,pfer sheftshould be rcnfored1orteasio s rns the effiie lengtht6 adequatelytatstthe Potential uPBRlorc3tesWtlngftwn soliwWad odierstnscturaitozdtries. The smPers slhopH have iitunlnhtd®rspnehe !,fihan oreytafb twi¢tiedok— th,endbeadneareaef the lagest adamntPmY, ,Pim.shates'shauld:Ime.aminhnumdameta of 24 inches tafad8av dem mr, admelbwfisrabseaaHmofthematerMls expowda thabeade-leyet, Ourgeotechmalxhpiheer hould observe the aedng.mdwom paorth:p(adrhgs4el relnfdrdnihet m meEisn'thattfhe mateadt'espasedm thehearfneihsvdaremnststentrritlrtfiecoiidNosrsenmuntecedaudn¢our¢eotrstgial expiaa8pn. The dMed pie. atm bembiected m upift badbgs. fie pier upset roWa may 1pdudean adM9on (mncmmtow3)ofS00Pounds PerwuarefmL 7hbvelucshouHbewuidesed onlylorthepiersecHarh deepathansfeetbelmrrdps .gmundad.wwWoWyuwdmdeofthegmrwmmM. Afedsuc afety of2,�azrequbed bylorai goveminecdda:.slwuldlx uscikithedesign: Atempnarypeatecdveateel:msfeg may be requ'ued inthepiers top(evardswewall collapse and _Imbo the, upend pier maveHon, and to'allow workers to safely enter the hale for owing and evaluation. The gran¢maybeodract i�asazthemareation'tifdfed ithmnaeln, costs assocated with asbhg installation and aamdwakrcwrol should be mruidered. m the fom+dation cost estimate. our engsneer should; observe and document defied pfa:construtm:andudmg shaft diameter, depth, combs anti ofend4aean material Our -rrtm - arshould'ais. eahate deaNlnes, ples; .Nps a 6eatedlm .. _ . gm the foatedahatthempppetleyel efterthe bottom ofthe ho alsleveled, cleated ofeny mud ar amanams materia .addewatesed. Addrtianeidn9ed iamnswman"remmmmdadohisarc below. Is, P Dresmtrd &4 S ABON-ORNI E: Amluetesialh,, gademnbeusedpmidedthembgrade isprepared-ar;oNbgtothi report.A44dh thick:layerof,fsea•drainfeW,:aggepte, bace.shouid be irdudd in the sob desist.. Uoweas, tee free- dra;ning, agi ngate:bau shgWd only be paced under the.slab if the material h above the spnaunding aamd mrfam as a l� Padwe dalm¢e awaytam me hhdBuhg Int fimprvidedladotesthatthestab will be wermoted mmdfhiaWwiththe foundations. Incur opinion, this design can be most E.pni—jre kates date grade slates mnmutled in this manner an caddng atm near the loatlons where steel rein!—ant'tha extends: Eom.the footina teminetm_d the rewi ecormat dam not entered into the grade slab. The deslswrsho ld mmMar this condition.. Foundation andand ether construction activities an disturb the f oarslab suberade bomeen.cmnple8on of grading and slab matrurtan. Therefore, our moterhniml engineer skcuW obsaee the subgrede Immediately Marto placing the base mataNl and stet maaese. Duringthu obreryatlnn, the'sub¢ade should be pmofmEed with hWV4 mhber-tlred equlpmmS �f practial, qr using alrmellvemethafs, dpmafmm, Is padtnsL. Unstable ofamensheuW be unamedand aadfAed zmmeded by urgeotedi kal angam, Additionally, the moisture content of the materials smild dlstd odor v stab:mmm:= Ithe moishuematenta.mt.wlddn the.scommmded range, as pardoudy, detailed in the repaM the upper .8'mma of sobgrade malmish should he sadfzd,mo"uture mndMmsed,andace-pre d. SS PAVVYIENTDEmaraiiNowevinuicnGN We been de loped emremmmendetbns based on the fohowine assumptions TheneNcbadingpreeehdpandexityinthus remm Ul..bee.ceeded • Th. desipCHR aGreis3, telikh commondsto.design k-ledueofabeutTOOpounds per cubic indi(pol'wersemmmd that a CSR test be acmnpnshedto confirm this assam tkat pdmv one, e... tramtmdbn, • Thoprea entt! til mteriagoWddcrliermthbreport The parmarat marenelt mdorm.-v appllable semoru of the Tats omeneamt of Tsanspaaanm. (retiOT) Seardad Sxafiotlons farconstructionand Maintenance el mghv2es.5treed, and BHdRes.laresttAtbn: 551 Wild ParementSecteiw. Th standarddau mprerbmlydaofbed Ntfureport,wdlbe hudaco.thes.e,esrntaverthehoW and beath.the gimpy. eased on the boring data and the assumed peee ant bad? a; as arevlousli dmaled,.the—dad design Is suhablefw tMs pmkrL Howes, the astnd pavement system atm be depmde wwmftg fMm rkkuxdbpevetgentmes Nlaithent—feetoflowplasticdYROb Dietl, gine stahmasomwal bewemaded. ttAter athmtwafee of meterieiwhkltmaettheaft b fs wed low plasticity ® are masons balm the pavement subgrede;, gine stabilization will NOT be amentriL fardels ,we recodineM mobium conditioning and recamedbgthe suboade(uppa& Indra) and pbdn¢ an aggregate base cause In the peesecomaeas-The base made should meet the .rmWremams ofTYDOTTepe 8 or C, Gnule 1 or 2 matpjub. These materials should be mmpetted to 100 pesmd f thestandard Proctor messenum dry density. . We have rust hers pmWded with specgiatlam, other design considerations far. the payammt. lherahm, the doer should condi rthe remmmendat ons pmvidd below if they _arc int cu enUy -lndudedinthesiouin. - 552 tine Rahmratim8emmmendabons The standard lamaem des¢n and se m otim laded. Gme stabiltion F the uma a inches of p rvemedmbgade rtxteriali dataazt tea hetaf M whkh a atsthesmerla fat stledlow PlastldNfitl b Plated tithe pvamedermy 0mefahMMM.w l ndbenquImcL However, tithe new M only meds the a@aa fmrmnmon fm -ass than la -feet efbw pWUdrysdestim tplared, time stabilization WILL berequired. The sfande d pavement design and mm mothan Includes Oma designation of the upw 8 lodes of pavereantsabVedef radadi Fsmetlem adlmtes the nmestabl8mtian 6nProvesthe bmhhgwim of the sabpade mit and provides mom uniform platform upon which to mmtrud the pavanmt but dam not reduce fall moamam mt beneath the paed. Reducing mn m lmotal saovements genealy requires addrtwal Pavement sutemde moss cuta , In inn "rem wash the peee cant deslc, we cam pmvlde arsommeaddianeconedusa sot mommadN Wvemematn;drequeded Once the fimi cede has been estabbled, moresmtative-0. of if. zubaadr —dab should be obbine l fertmralery hsWy Umco-,v. hots shauN be padommd on tine sampfa m detembe the optlmwn tan. mnmaaatlen orae reay.ee m roam the aamlldmm m mbelpw arta m abethe pH IaelsmamhLumcf124whete0dmamdenrewhb Agf./Cgn.AMendtn WrpNMebless than 124, them ism•putiaibenee obtained fiam the adddm aflame. Therdwgfarthesucysof the6rm.. ••' .• mvWiaad'sdfcaitheuhepNberafradfoatlml W. The moosedsurfaaofthesdbsfmldbesmdnedWadepthd Akl 8Tnches heday wbgade mw beteatdwWhydra dGineina®da,m,,ft item 26G ThequmtkydginerequlredfhmMbe detemind aBertheserm of theft¢ ton um azmbgade so6stdetermined ThetanezhouW lNtlalNbe I andd wash a miring desicesueh as a Pubamiar, sutfldente uteraddd, and Wl wed to cure foreslamt 48hmrs: Al* Gmesoiishould betembd m meetthefnplamgradetlop regWremems of teem 280 ndmmpxtdbatheaSS pvtant fth manaum drydemitydekrminedi a®NanmwltaASfM o Wilatinobhhremnlset mhgagfromaptl W plus 4pa¢ntoftheoptl a moisNrcmntent efthe I6gla¢gadatf-11raerk anbearhleved during it" the reminngaftr the curing period mcb mi. There Hareatlwukmbedaeasax ameafmmngafa,enmeanasaNanamamaamam dryderartytypimOydecesmwithtim Thaiefine;anireb an, aMertanlidwowilresjWre.mvesetof w paetbn curia. Iiputfne gradation: test ihaumbe performed Inan ares where hydrated rin In wedtosbNlise'the Wd be mid as rate of -c!" nr 5 mfaccof mm metestssho erh .every he maaaa subgade P ,Omsghu. amt meas[-etestpvday Thegredam ofthematenalsahould regWrethalCOpei¢ntotthe material passma 14F inch slag 85 percent ofthemalmial pmaa fF Inch sia. and 60 Percent of the material .p -arca No.4dex orae true rrh9, mnnm !fiat the matalai ter been demately bucker-0own. Should .mamasbeoutof mnfamunceontltoutests.lhanthaadtl8imofPmcorre•mrrinemast1,perbrenedas hint¢thesdiintocpmprorhafprthe5,00psquarefmtarensepscentdbythe deficrneteses. FARRISON FRENCH 1705 S. W.1—Blvd, S du,3 BeomnvMcAd n 72712 1479273.7780 f479273.9436 wwwLG-seem g P� 8ga'dbl� a�at iW� IMPISH Gd „ So 1 8N s& iswa� H�' gOE ISSUE BLOCK TITLE DATE 95% 06/06/14 100% 12/10/14 07P 12/24/14 i CCR7 02/03/14 STORE NO.: 2468 DOCUMENT DATE 2/3/2015 CHECKED BY: PJM DRANK BY: RDE 9-PAIJUMOSS 3� 40; 176731 :rM It t.y NA NG_ �a/ry FOR PERMIT TEXAS COA #F-8576 PAVING PLAN SHEET: C1.1 HARHISON FHHNCH naso clexa cr 17055. W11mo Blvd, Suam3 B...Me Arb 72712 1479273.7780 F4792739436 -lE - o gym hall% §88W a F s==s���" t � V s ISSUE BLOCK n LE I DATE 958 06/06/14 1008 12/10/14 07P 12/24/14 1 CCR1 02/03/14 STORE NO.: 2468 DOCUMENT DATE 2/3/2015 CHECKED BY: PJM DRAWN BY: RDE �_ anu____-a--•ra°ss ��� .;:, 116731 .•�z: I P., G� FOR PERMIT TEXAS COA #F-8576 GRADING PLAN SHEET: CC['� .O SCALE 20 0 20 i inch = 20 14 PROPOSED PROPERIYLWE CURBING . 61111111 Illlliil_II I!����II II I II 111111 lil III I' GENET U.NOW ALLARFA9 WNFR6EAB1V10VEGETA»Db•ANp ORA4TC0YERNAYE8EEN8APEOBYCON81RliCIION m" EEAEEO4Ai0.YEL°CI(e00DfaORNTEEOIIELCNm MQwIiER4UNi1LOROwMp uiuIPA�Os>n�A° 1a. � uO°6°ixADEe a mE.�QED w�+'iN T: ws aTF',u�m°c o1s09E�. 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S£G770NA•9 D IECBAI3LEW111t11TIVGPAVER SW�,o3 FIARMAINGs 2 3AHHI$ON FHBNC A I I..40V L LTa 705 S W.1mD Bwd Suu.3 kmm MT ,Ad -.72712 .479273.7780 4792739436 TwwLlE-vcmm (ISSUE BLOCK TTLE DATE 95% 06/06/14 100-- 12/10/14 OTP 12/24/14 STORE NO.: 2468 DOCUMENT DATE 1/20/2015 CHECKED BY: P.RA DRAM BY.- PDE i PAULJ.MOSS i 116677 ' 31 •r: /'ll T� 110ENSE�• �?�i FOR PERMIT TEXAS COA #F-8576 SIDEWALK PLAN SHFEI: C1.2 GENERAL NOTES 1. CONTRACTOR SHALL HAVE ONE SIGNED COPY OF THE APPROVED PLANS AND THE APPROPRIATE STANDARDS AND SPECIFICATIONS ALONG WITH A COPY OF ANY PERMITS AND AGREEMENTS NEEDED FOR THE JOB ON-SITE AT ALL TIMES. 2. CONTRACTOR SHALL MEET OR EXCEED ALL SITE WORK SPECIFICATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS FOR ALL MATERIALS AND CONSTRUCTION. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY DURING CONSTRUCTION. 4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS IS ENCOUNTERED. 5. NO REVISION SHALL BE MADE TO THESE PLANS WITH OUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE 7. ANY REFERENCE TO PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 8. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. FLOOD NOTE ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. 48041CO325E, DATED 5/16/12; THE PROPERTY SHOWN HEREON IS LOCATED IN ZONE "X' (UNSHADED), WHICH IS AN AREA OUTSIDE THE 100 -YEAR FLOODPLAIN. BENCHMARK OFF-SITE BENCHMARK PUBLISHED ELEVATION -330.44' AN IRON ROD WITH ASH CAP SET NORTH OF THE SUBJECT PROPERTY AS SHOWN ON SURVEY. STRIPES STORE 2468 13601 FM 2154 COLLEGE STATION, TX 77845 LIBERTY COUNTY SHEET LIST CO.0 COVER SHEET ASSOCIATED PLAN -ALTA SURVEY 00.1 DEMOLITION PLAN ASSOCIATED PAN -MASONRY WALL DETAIL C1.0 SITE PLAN ASSOCIATED PLAN -TXDOT SAFETY END TREATMENT C1.1 PAVING PLAN ASSOCIATED PLAN -CITY WATER DETAILS (FIGURE W1) C12 SIDEWALK PLAN ASSOCIATED PLAN -CITY DRAINAGE DETAILS (FIGURE D) C20 GRADING PLAN ASSOCIATED PLAN -CITY SEWER DETAILS (FIGURE Si) C2.1 PRE DRAINAGE PLAN ASSOCIATED PLAN -CITY SIDEWALK DETAILS (FIGURESW) C2.2 POST DRAINAGE PLAN ASSOCIATED PLAN -CITY STREET DETAILS (FIGURE ST) C2.3 POST DRAINAGE CALCULATIONS ASSOCIATED PLAN -CITY STORM WATER PREVENTION 03.0 EROSION & SEDIMENT CONTROL PLAN DETAILS (FIGURE SWPP) I .1 WATER LINE PROFILE Q ASH & ASSOCIATES HEALTH DEPARTMENT ELECTRIC C5.1 LANDSCAPE DETAILS BRAZOS COUNTY HEALTH DEPT. C6.0 IRRIGATION PLAN SAN MARCOS, TX 78666 C6.1 IRRIGATION DETAILS 310 KRENEK TAP ROAD 07.0 DETAIL SHEET BRYAN, TX 77803 07.1 DETAIL SHEET RICHARD TAYLOR 072 DETAIL SHEET ERIC HORTON C7.3 DETAIL SHEET (979) 361.5752 07.4 DECELERATION LANE SECTIONS HARRISON FRENCH & ASSOCIATES, LTD CONTACTS OWNER SITE PLAN& BUILDING PERMIT REVIEW NATURALGAS STRIPES LLC CITY OF COLLEGE STATION ATMOS ENERGY CORPORATION 4525 AYERS STREET PLANNING & DEVELOP. SERVICES 297 N. EARL RUDDER FREEWAY CORPUS CHRISTI, TX 78415 1101 TEXAS AVENUE BRYAN, TX 77802 (361) 693-8828 COLLEGE STATION, TEXAS 77842 LUIS CISNEROS MIKE CHOATE (979) 7643570 (979) 7742542 SURVEYOR SHEET ASH & ASSOCIATES HEALTH DEPARTMENT ELECTRIC 132 JACKSON LANE BRAZOS COUNTY HEALTH DEPT. COLLEGE STATION UTILITIES SAN MARCOS, TX 78666 201 N. TEXAS AVENUE 310 KRENEK TAP ROAD (512) 392-1719 BRYAN, TX 77803 COLLEGE STATION, TEXAS 77840 RICHARD TAYLOR SHELLY HOBBS ERIC HORTON CIVIL ENGINEERING (979) 361.5752 (979) 7646280 HARRISON FRENCH & ASSOCIATES, LTD 1705 S. WALTON BLVD., SUITE 3 STATE HIGHWAY TELEPHONE BENTONVILLE, AR 72712 TXDOT VERISON COMMUNICATIONS (479) 273-7780 2102 TABOR ROAD 301 INDUSTRIAL BLVD. CHRIS JOHNSON BRYAN, TEXAS 77803 BRYAN, TEXAS 77803 ARCHITECTS & MEP REHAN SHATTI ANTHONY VITANZA HARRISON FRENCH & ASSOCIATES, LTD (979) 778.6233 (979) 821-4754 1705 S. WALTON BLVD., SUITE 3 BENTONVILLE,AR72712 SANITARY SEWER, WATER (479) 273-7780 CITY OF COLLEGE STATION STORM SEWER JAMI COOK PUBLIC WORKS CITY OF COLLEGE STATION FIRE 1601 GRAHAM ROAD PUBLIC WORKS COLLEGE STATION FIRE MARSHALL COLLEGE STATION, TEXAS 77845 1601 GRAHAM ROAD 300 KRENEK TAP ROAD STEPHEN MALDONADO COLLEGE STATION, TEXAS 77845 COLLEGE STATION, TEXAS 77842 (979) 7645011 STEPHEN MALDONADO STEVE SMITH (979) 7645011 (979) 764.3705 SIGNAGE CITY OF COLLEGE STATION PLANNING & DEVELOP. SERVICES 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77842 (979) 7643570 VICINITY MAP NO SCALE LEGAL DESCRIPTION SURVEY PLAT THIS IS TO CERTIFY THAT I HAVE THIS DATE MADE AN ACCURATE AND CAREFUL SURVEY OF THE HEREIN DESCRIBED PROPERTY: BEING ALL THAT CERTAIN TRACT OR PARCEL OF LAND SITUATED IN THE ROBERT STEVENSON SURVEY, ABSTRACT NO. 54, CITY OF COLLEGE STATION, BRAZOS COUNTY, TEXAS, SAME BEING ALL THAT CALLED 1.498 ACRE TRACT CONVEYED TO DISCOUNT FUELS, LLC., BY MARK CARROL LENZ AND MARY JANE LENZ, BY DEEDS RECORDED IN VOLUME 9853, PAGE 11 AND VOLUME 9853, PAGE 17 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND 80UNDS AS FOLLOWS: BEGINNING AT A 1/2' IRON ROD FOUND AT THE MOST EASTERLY CORNER OF SAID DISCOUNT FUELS CALLED 1.498 ACRE TRACT OF LAND, FOR THE EASTERLY CORNER OF THE TRACT OF LAND HEREIN DESCRIBED, SAME BEING AT THE NORTH CORNER OF LOT 9 OF BLOCK 1, SOUTHERN TRACE SUBDIVISION, AN ADDITION TO COLLEGE STATION ACCORDING TO THE AMENDING PLAT THEREOF RECORDED IN VOLUME 7289, PAGE 243, OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS, SAME BEING THE EAST CORNER OF A CALLED 1.53 ACRE TRACT OF LAND DESCRIBED IN A DEED TO MARK CARROLL LENZ AND RECORDED IN VOLUME 4736, PAGE 204, OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS, AND BEING IN THE SOUTHWEST LINE OF STATE HIGHWAY NO. 40, A VARIABLE WIDTH RIGHT-OF-WAY AS RECORDED IN VOLUME 5202, PAGE 255, OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS; THENCE SOUTH 41-ST31 (S 41.50'11" W RECORDED) OF A DISTANCE OF 385.14 FEET (385.00' RECORD) ALONG THE SOUTHEAST LINE OF SAID DISCOUNT FUELS, LLC CALLED 1.498 ACRE TRACT, THE SOUTHEAST LINE OF SAID RK CARROLL LENZ CALLED 1.53 ACRE TRACT AND COMMON NORTHWEST LINE OF LOTS 9 THROUGH 5 OF BLOCK 1 OF SAID AMENDED SOUTHERN TRACE SUBDIVISION TO A 1/2" IRON ROD AT THE SOUTH CORNER OF SAID DISCOUNT FUELS, LLC CALLED 1.498 ACRE TRACT AND A COMMON WESTERLY CORNER OF SAID LOT 5, SAME BEING IN THE EAST LINE OF F.M. HIGHWAY NO. 2154 - WELLBORN ROAD, A VARIABLE WIDTH RIGHT-OF-WAY, AS WIDENED, AND BEING THE SOUTHEAST CORNER OF THAT CERTAIN CALLED 0.41 ACRE TRACT OUT OF THE SAID MARK CARROLL LENZ CALLED 1.53 ACRE TRACT CONVEYED TO THE TEXAS DEPARTMENT OF PUBLIC TRANSPORTATION (MOT) IN VOLUME 6515, PAGE 241, OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS; THENCE NORTH 00°48'37" WEST (N 00"51'35 - W RECORD) ALONG THE EAST LINE OF SAID F.M. HIGHWAY NO. 2154 -WELLBORN ROAD, AT A DISTANCE OF 2624 FEET PASSING A NORTHWEST LINE OF SAID MARK CARROLL LENZ CALLED 1.53 ACRE TRACT AND THE COMMON SOUTHEAST LINE OF A CALLED 0.697 ACRE TRACT OF LAND DESCRIBED IN A DEED TO MARY JANE LENZ RECORDED IN VOLUME 4736, PAGE 204, OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS, SAME BEING AT THE NORTHEAST CORNER OF SAID (TXDOT) CALLED 0.41 ACRE TRACT AND THE COMMON SOUTHEAST CORNER OF THAT CERTAIN CALLED 0.32 ACRE TRACT OUT OF THE SAID MARY JANE LENZ CALLED 0,697 ACRE TRACT CONVEYED TO THE TEXAS DEPARTMENT OF PUBLIC TRANSPORTATION (TXDOT) IN VOLUME 6515, PAGE 241, OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS, AND CONTINUING ON FOR A TOTAL DISTANCE OF 457.02 FEET (456.98' RECORD) TO A (TXDOT) CONCRETE MONUMENT FOUND IN THE NORTH LINE OF SAID MARY JANE LENZ CALLED 0.697 ACRE TRACT, SAME BEING AT THE NORTHEAST CORNER OF SAID (TXDOT) CALLED 0.32 ACRE TRACT, AND BEING AT THE COMMON NORTHWEST CORNER SAID DISCOUNT FUELS, LLC CALLED 1.498 ACRE TRACT, FOR THE NORTHWEST CORNER OF THE TRACT OF LAND HEREIN DESCRIBED, AND ALSO BEING AT THE INTERSECTION OF THE EAST LINE OF SAID F.M. HIGHWAY NO. 2164, WITH THE SOUTHEAST LINE OF AFORESAID STATE HIGHWAY NO. 40; THENCE ALONG AND WITH THE SOUTHEAST LINE OF SAID STATE HIGHWAY NO. 40 AND THE COMMON LINE OF SAID DISCOUNT FUELS, LLC CALLED 1.498 ACRE TRACT, THE FOLLOWING COURSES AND DISTANCES NUMBERED (1) THROUGH (3): 1) SOUTH 87.4T33 78.53" EAST (S 87°53'37- E RECORD), A DISTANCE OF 78.53 FEET (78.5B' RECORD) TO A (IXDOT) CONCRETE MONUMENT FOUND FOR THE NORTHEAST CORNER OF SAID MARY JANE LENZ CALLED 0.697 ACRE TRACT, FOR A CORNER OF THE TRACT OF LAND HEREIN DESCRIBED; 2) SOUTH 29°06'39- EAST (S 28.41'25- E RECORD), A DISTANCE OF 16.65 FEET (16.62' RECORD) TO A (TXDOT) BRASS MONUMENT FOUND AT THE NORTHWEST CORNER OF AFORESAID MARK CARROLL LENZ CALLED 1.53 ACRE TRACT, FOR A CORNER OF THE TRACT OF LAND HEREIN DESCRIBED 3) SOUTH 49.1323' EAST (S 49.12'21" E RECORD), A DISTANCE OF 233.81 FEET (233.82' RECORD) TO THE POINT OF BEGINNING AND CONTAINING 1.499 ACRES OR 65,300 SQUARE FEET OF LAND. HARRISON FRENCH ASSOCIATES, LTD 27053. Wd=BIvd,5mm3 H -Me, AIIE- 72712 ,479M.7780 E479273.9436 www.hfiacmm BHS 3 o � i � eq W Wn r�� �• Fiz �I � 3�a�3a�m m ISSUE BLOCK TITLE DATE 959 06/06/14 1009 12/10/14 OTIS 12/24/14 1 CCRI 02/03/14 STORE NO.: 2468 DOCUMENT DATE: 2/3/2015 CHECKED BY: PJM DRAWN BY: ROE _ uh6` �P.�E OFT l tIt i PAULJ.MOSS i S: 116731 111 ' SCE{ryyN�5yL.0L0: •,[�=� FOR PERMIT PERMIT TEXAS COA #F-8576 COVER SHEET ��}•3t t 02• C�-(- i S SHEET: o-� CO.O / 1N / 4D 1p / -z- Al Al Al / 1D F 333.28 FL 3 08 O ,°`P � BASIN Bi 1 .. �/ mnwwnonvlvoa� mo ,,. FO�o® .10 ® o® ® o ® oIm 0 a 0 SCALE O 30 ® o p ® o® ® o® 0 c 0• 0 a® 0 o W 1 3 7.6. ORIFICE FL 329 6D L B 128 L 18• i ETs1 FL 329 u i BASIN B5 sD ED BA OPE 0.25 / AIN 7 2N \ / SOR e 2N 3 &S'- -1N — _ BASIN B3 BASIN B4 I M I W A Y N O ?l 5 4 BASIN 86 SD I� BASIN POND SCALE 30 0 30 60 W E L B R 0 A D --------- BREAKUNS -------_— STORMSEWER XXXYX SPOT ELEVATION BASIN 86 SD I� BASIN POND IN. SAWCUILWEMATCHEXITINGELEVATK)NS 2N. FLARM24DSECTION DETAILS ID. CURB MET (SEE DETAIL20N FIGURE 47.1) 20. GRATED INLET (SEE DETAIL Df4OONFiGURED) 30. CONNECTTO ROOF DRAIN(SEEDETAIL S ON C72) 4D. CCONCRE(E FLUME (SEE DETAL D2-04 ON FIGURE D) -GRATE FILET WITH ORIFICE— RIFICE PLATE(SFE DETAIL 3!473) ID. JUNCTION BOX (SEE DETAIL DI -02 ON FIGURE D) 70. MASONRYWALL(SEE DETAL2 ONS301) B0. CONCRETECHANNEL SECTION (SEE DETAIL D2 ON FIGURE D) 5D. TXOOT SAFETY END TREATMENT (SEE DETAIL ON ASSOCIATED SHEET) HARRISON BBBN =H ss OCTA rn s, 1705 S WalmnBlvd, Suim 3 Bm.—Mi Ad. -72712 s 47927!.7760 £479273.9436 mmwJlfi•aecam�<o���q rc q �� �6B8�8y�B�I E2aE.2i F SS -.!11 F 1d 8 y � 5'�5 m o � o XX N O Q O N W � o a ISSUE BLOCK TITLE DATE I. 06/06/14 1009 12/10/14 DTP 12/24/14 1 CCRI 02/03/14 5109E NO.: 2468 DOCUMENT DATE 2/3/2015 CHECKED BY: PJM DRAWN BY: ROE ' 9�Pt���d'1 f♦ i PAULJ.MOSS i 116731 .rte Illy s� Cgry5�+2 i ON FOR PERMIT TEXAS COA #F-8576 POST DRAINAGE PLAN SHEET: C2.2 SCALE 30 0 30 60 1 inch - 30 1 PROPOSED PROPERTYUNE --------- BREAKUNS -------_— STORMSEWER XXXYX SPOT ELEVATION FFE FIN NED FLOOR ELEVATION FG FINISHEDGRADE G GUTTER TO TOPOFCUM FL FLOWLAIE Ts TOPOPSIDEWALK TP TOP OF PAVEMENT TW TOP OF WALL TF TOPOFFOOTPIG O NOTES IN. SAWCUILWEMATCHEXITINGELEVATK)NS 2N. FLARM24DSECTION DETAILS ID. CURB MET (SEE DETAIL20N FIGURE 47.1) 20. GRATED INLET (SEE DETAIL Df4OONFiGURED) 30. CONNECTTO ROOF DRAIN(SEEDETAIL S ON C72) 4D. CCONCRE(E FLUME (SEE DETAL D2-04 ON FIGURE D) -GRATE FILET WITH ORIFICE— RIFICE PLATE(SFE DETAIL 3!473) ID. JUNCTION BOX (SEE DETAIL DI -02 ON FIGURE D) 70. MASONRYWALL(SEE DETAL2 ONS301) B0. CONCRETECHANNEL SECTION (SEE DETAIL D2 ON FIGURE D) 5D. TXOOT SAFETY END TREATMENT (SEE DETAIL ON ASSOCIATED SHEET) HARRISON BBBN =H ss OCTA rn s, 1705 S WalmnBlvd, Suim 3 Bm.—Mi Ad. -72712 s 47927!.7760 £479273.9436 mmwJlfi•aecam�<o���q rc q �� �6B8�8y�B�I E2aE.2i F SS -.!11 F 1d 8 y � 5'�5 m o � o XX N O Q O N W � o a ISSUE BLOCK TITLE DATE I. 06/06/14 1009 12/10/14 DTP 12/24/14 1 CCRI 02/03/14 5109E NO.: 2468 DOCUMENT DATE 2/3/2015 CHECKED BY: PJM DRAWN BY: ROE ' 9�Pt���d'1 f♦ i PAULJ.MOSS i 116731 .rte Illy s� Cgry5�+2 i ON FOR PERMIT TEXAS COA #F-8576 POST DRAINAGE PLAN SHEET: C2.2 ID SF SF f 6 \ / / TD \6 T 7D 6D SF `v ISD v= \ 1D \ \ ED / '50 E 334.15 I (ice � AI4 I� -'v demi __ - _ - •�`^^'• / TD / / D O / O / /// D / _ _ _ _ / // / / / ISD -- - / \ 4 / A / y 1D j\/ THESREALL .HESITE HAL SHALL ANEDIMMEDIATELY. ME OF DEBRIS. ANMD®RI6 AND ORSEDIMEN THESIG TNE9RE9WL RECLEANEDANED A' EB PRIORR SEDIMENT - M I W A Y �I N O Z 1 5 4 ID SF SF f 6 \ / / TD \6 T 7D 6D SF `v ISD v= \ 1D \ \ ED / '50 E 334.15 I (ice � AI4 I� -'v demi ISD I - / 120 i z � SCALE 30 0 30 60 1 inch = 30 R GENERAL EROSION CONTROL NOTES 1. ALL CONTRACTORS AND SUBCONTRACTORS $HALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OFTEXAS NATIONAL POLLUTANT DISCHARGE EM NA710H SYSTEM (NPOESI GENERAL PERMIT. 2. CONTACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BYTHE SWPPP AND THAT CONFORM TO FEDERAL, STATE. OR LOCAL REDUIREMENTS. ADDITIONAL 8 EST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DIRECTED SY PERMTING AGENCY MID OWNERORAS DICTATED BY CONDTTONSATNO ADOMONALCOSITOOWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 3. PERMIT FOR ANY CONSTRUCTION ACTIVITY MUST BE MAINTAINED ON SITE AT ALL TIMES. 4. CONTRACTOR SHALL MINIMS CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS RED IRMSYTHEGENERALPEAMT. S GENERAL CONTRACTOR SHALL DENOTE ON PLANTHETEMPORARYPARKNG AND STORAGE AREA WHICH SHALLALSO BE USED AS THE EOUIPMENT MAwIENANCEAND CLEANING AREA EMPLOYEE PARKING AREA AND AREA FOR WCATING PORTARIEFACILITIES, OFFICETRAM1ERS, ANDTOILETFACILMES. 8. ALLWASH WATER SHALLSE DETAINED AND PROPERLYTREATED OR DISPOSED. 7. SUFFICIENT OSAND GREASE ABSORBINGMATERWSAND FLOTATION BOOMS SHALLSE MAINTAM OONSITEORREADRYAVABABLETOCONTANMOCLEANUPFUELORCHEMICAL SPILLSANDLEAKS. S. DUST ONTHE SITE SHALL BE CONTROLLED. THE USEOF MOTOROLLSAND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR OUST SUPPRESSION OPERATIONS IS PROHIBITED. S RUMISH,TIRAS14,GARBAGE,UTTER,OROTHERSUCHMA76RMLSSHALLBEDEPOSITMWM SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGHTHEACTION OF WNDORSIDI4M WATER OISCHARGE NM ORNNAGEORCHES OR WATERSOFTHESIATE 10. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENIEDONTHISPLAK AND INTHE STORM WATER POLLUTION PREVENTION PLAN, SHALL BENRTATED AS SOONAS PRACTICABLE 11. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION AZTTVTIYRAS STOPPED FOR AT LEASTI4 DAYS, SHALLSETEMPORARILY SEEDED. THESEAREAS SRALLSE SEEDEDNO LATER THAN 14 DAYS FROM THE LAGTCONSTRUCTIONACTNNYOCCURRNG INTIESEAREAS. 12 DISTURREDPORTIONS FTHE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL SE SODD EDAAN DSCAPED PER PLANS. THESE AREA SHALLSE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CON91ATCTIONAMWRYOCCURRNG INTHESEAHEAS. REFEHTOTHE GRADING PLAN ANDDRLANDSCAPE PLAN. 13. IFTHEACTONOFVEHICLES TRAVELING OVER THEGRAVISCONSTRUCION ENTRANC-ISNOT FM SUFFICITO REMOVETHE MAIOflRY OF DIRTOR MUD,THMTHETMM MUSTSE WASHED BEFORETHEVEHICLE9 EMERA PUBLIC ROAD. IF WASHING IS USED. PROVISIONS MUSTBE MADE TO IMERCEPTTHE WASH WATER AND TRAP THESEDWENT SORE TISCARRIEDOFF Tx6sITE 14. ALL MATERIALS SPELLED. DROPPED. WASHED.ORTRACKED FROM VEHICLES ONTO ROADWAYS ORDTOSTORIADRAINSMUSTSE REMOVED IMMEDIATELY. 15. CONTRACTORS ORSUSCQNTRACTORSWEL 8E RESPONSIBLE FOR REMOVING SEDWENTNTHE GETEN IONPOND AND ANYSEDIMENT714AT MAYHAVECOLIECTED LATHE STORMSEWER DRANAGESYSn MSN CONJUNCTION WITRTHE STABLRATMNOFTHESRE. 1S. ONSITE AND O FFS RE SOIL STOCKPILE AND 8ORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OFBEST MANAGEMENTIRACRCES. SIOCKPILEANDSORROW AREALOCATIONSSNALLSE NOTED ONVESTTEMAPAND PERMITTED INACCORDANCE WITH GENERALPERMTREOUMEMENM 17. SLOPESSHALLSELEFTNARWGHENEDOONOMO•NOURNGTHEGRADINGPHASETORMUCE RUNOFF IRD OC MES AND EROSION IS DUETO THE GRAOECHANGES DURING THE DEVMDWAENIOFTHE PROJECT. THECONIRACTOR SHALL BE RESPONSIBLE FORADJUSTING THE EROSIONAND SMA¢NTCONTROLMEASURESTO PREVENT EROBION AND SED BIENTATION. 1S CONTRACTOR SHALL DESIGNATEADENTFY AREAS INSIOETHE UNITS OF DISTURBANCE, FOR WASTE DISPOSAL AND DELIVERY AND MATERLLL STORAGE M. REFER TO SWPPP FOR REPORTABLE SPILL OUAMMES OF PETROLEUM PRODUCTS ANDAOR HAZARDOUS WASTES 21. COMPACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH THE EROSION CONTROL SEQUENCING SHOWN ON THIS PLAN, NO UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING ANDIOR GRADING SHALL BE PERMITTED. BMP MAINTENANCE NOTES ALL MEASURES ONDRR ONTHESE OLONGPLANS RE UIRESOR P SHALLCOMPLETED BE EDMAINTAINED IN FULLY FINLSIASLCONOMONUNEILNOLONGERREQUIREDFORCOMPLETEDPHASEOF CHECKS FNALSTABI.QAN ON IN ACCORD 9EDINENTATKNCCMROLMEASUBRSHNLBECNECKED BY APAIRED IN PERSONINACCORDANCEOLOWING: NSTIRUG710N GENERAL PEAMR.AND REPAIRED w ACCORDANCE WRHTHEPOLJA)WNG: 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE WAR. REPLACED W THEY SHOW SIGNSOFDEREIIORATION Z ALL SEEDEDISODDED AREAS SHALL BE CHECKED REGULARLYTO SEE THATA GOOD STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED. WATEREDAND REPAIBEDAS NEEDED. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINALCONDMONS IF DAMAGED.SEDIMENT SHALLBE REMOVED FROMTHE SILT FENCE WHEN IT REACHESONHiALFTHEHEIGKT OFTHE \__ - _ �.. -- __ - _ - •�`^^'• 3D �_ O G ® O® ® O® ® O G O® ® O G FENDS a TSTR NEXITERALL TAMED INA AWELPREYENT GOFFL FFROMDE THIS MYREQUIRE PERIOOmTOP ..�.. O ® O G ® O® ® O N ® O® ® O® ® O _ _ _ _ S. THE TEMPORARY PARKING AND STORAGE AREA SHALLSE KEPT N AGOODCONDDION THIS ISD I - / 120 i z � SCALE 30 0 30 60 1 inch = 30 R GENERAL EROSION CONTROL NOTES 1. ALL CONTRACTORS AND SUBCONTRACTORS $HALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OFTEXAS NATIONAL POLLUTANT DISCHARGE EM NA710H SYSTEM (NPOESI GENERAL PERMIT. 2. CONTACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BYTHE SWPPP AND THAT CONFORM TO FEDERAL, STATE. OR LOCAL REDUIREMENTS. ADDITIONAL 8 EST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DIRECTED SY PERMTING AGENCY MID OWNERORAS DICTATED BY CONDTTONSATNO ADOMONALCOSITOOWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 3. PERMIT FOR ANY CONSTRUCTION ACTIVITY MUST BE MAINTAINED ON SITE AT ALL TIMES. 4. CONTRACTOR SHALL MINIMS CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS RED IRMSYTHEGENERALPEAMT. S GENERAL CONTRACTOR SHALL DENOTE ON PLANTHETEMPORARYPARKNG AND STORAGE AREA WHICH SHALLALSO BE USED AS THE EOUIPMENT MAwIENANCEAND CLEANING AREA EMPLOYEE PARKING AREA AND AREA FOR WCATING PORTARIEFACILITIES, OFFICETRAM1ERS, ANDTOILETFACILMES. 8. ALLWASH WATER SHALLSE DETAINED AND PROPERLYTREATED OR DISPOSED. 7. SUFFICIENT OSAND GREASE ABSORBINGMATERWSAND FLOTATION BOOMS SHALLSE MAINTAM OONSITEORREADRYAVABABLETOCONTANMOCLEANUPFUELORCHEMICAL SPILLSANDLEAKS. S. DUST ONTHE SITE SHALL BE CONTROLLED. THE USEOF MOTOROLLSAND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR OUST SUPPRESSION OPERATIONS IS PROHIBITED. S RUMISH,TIRAS14,GARBAGE,UTTER,OROTHERSUCHMA76RMLSSHALLBEDEPOSITMWM SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGHTHEACTION OF WNDORSIDI4M WATER OISCHARGE NM ORNNAGEORCHES OR WATERSOFTHESIATE 10. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENIEDONTHISPLAK AND INTHE STORM WATER POLLUTION PREVENTION PLAN, SHALL BENRTATED AS SOONAS PRACTICABLE 11. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION AZTTVTIYRAS STOPPED FOR AT LEASTI4 DAYS, SHALLSETEMPORARILY SEEDED. THESEAREAS SRALLSE SEEDEDNO LATER THAN 14 DAYS FROM THE LAGTCONSTRUCTIONACTNNYOCCURRNG INTIESEAREAS. 12 DISTURREDPORTIONS FTHE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL SE SODD EDAAN DSCAPED PER PLANS. THESE AREA SHALLSE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CON91ATCTIONAMWRYOCCURRNG INTHESEAHEAS. REFEHTOTHE GRADING PLAN ANDDRLANDSCAPE PLAN. 13. IFTHEACTONOFVEHICLES TRAVELING OVER THEGRAVISCONSTRUCION ENTRANC-ISNOT FM SUFFICITO REMOVETHE MAIOflRY OF DIRTOR MUD,THMTHETMM MUSTSE WASHED BEFORETHEVEHICLE9 EMERA PUBLIC ROAD. IF WASHING IS USED. PROVISIONS MUSTBE MADE TO IMERCEPTTHE WASH WATER AND TRAP THESEDWENT SORE TISCARRIEDOFF Tx6sITE 14. ALL MATERIALS SPELLED. DROPPED. WASHED.ORTRACKED FROM VEHICLES ONTO ROADWAYS ORDTOSTORIADRAINSMUSTSE REMOVED IMMEDIATELY. 15. CONTRACTORS ORSUSCQNTRACTORSWEL 8E RESPONSIBLE FOR REMOVING SEDWENTNTHE GETEN IONPOND AND ANYSEDIMENT714AT MAYHAVECOLIECTED LATHE STORMSEWER DRANAGESYSn MSN CONJUNCTION WITRTHE STABLRATMNOFTHESRE. 1S. ONSITE AND O FFS RE SOIL STOCKPILE AND 8ORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OFBEST MANAGEMENTIRACRCES. SIOCKPILEANDSORROW AREALOCATIONSSNALLSE NOTED ONVESTTEMAPAND PERMITTED INACCORDANCE WITH GENERALPERMTREOUMEMENM 17. SLOPESSHALLSELEFTNARWGHENEDOONOMO•NOURNGTHEGRADINGPHASETORMUCE RUNOFF IRD OC MES AND EROSION IS DUETO THE GRAOECHANGES DURING THE DEVMDWAENIOFTHE PROJECT. THECONIRACTOR SHALL BE RESPONSIBLE FORADJUSTING THE EROSIONAND SMA¢NTCONTROLMEASURESTO PREVENT EROBION AND SED BIENTATION. 1S CONTRACTOR SHALL DESIGNATEADENTFY AREAS INSIOETHE UNITS OF DISTURBANCE, FOR WASTE DISPOSAL AND DELIVERY AND MATERLLL STORAGE M. REFER TO SWPPP FOR REPORTABLE SPILL OUAMMES OF PETROLEUM PRODUCTS ANDAOR HAZARDOUS WASTES 21. COMPACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH THE EROSION CONTROL SEQUENCING SHOWN ON THIS PLAN, NO UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING ANDIOR GRADING SHALL BE PERMITTED. BMP MAINTENANCE NOTES ALL MEASURES ONDRR ONTHESE OLONGPLANS RE UIRESOR P SHALLCOMPLETED BE EDMAINTAINED IN FULLY FINLSIASLCONOMONUNEILNOLONGERREQUIREDFORCOMPLETEDPHASEOF CHECKS FNALSTABI.QAN ON IN ACCORD 9EDINENTATKNCCMROLMEASUBRSHNLBECNECKED BY APAIRED IN PERSONINACCORDANCEOLOWING: NSTIRUG710N GENERAL PEAMR.AND REPAIRED w ACCORDANCE WRHTHEPOLJA)WNG: 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE WAR. REPLACED W THEY SHOW SIGNSOFDEREIIORATION Z ALL SEEDEDISODDED AREAS SHALL BE CHECKED REGULARLYTO SEE THATA GOOD STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED. WATEREDAND REPAIBEDAS NEEDED. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINALCONDMONS IF DAMAGED.SEDIMENT SHALLBE REMOVED FROMTHE SILT FENCE WHEN IT REACHESONHiALFTHEHEIGKT OFTHE \__ - _ �.. -- __ - _ - •�`^^'• 3D �_ •.mac FENDS a TSTR NEXITERALL TAMED INA AWELPREYENT GOFFL FFROMDE THIS MYREQUIRE PERIOOmTOP ..�.. DEMAND. _ _ _ _ _ _ _ _ S. THE TEMPORARY PARKING AND STORAGE AREA SHALLSE KEPT N AGOODCONDDION THIS - - --- - --- - -- - MAYAMUNEPERIODICTOPORESSNGOF7 EAHEAASCONDIDONSOQAAIm. j\/ THESREALL .HESITE HAL SHALL ANEDIMMEDIATELY. ME OF DEBRIS. ANMD®RI6 AND ORSEDIMEN THESIG TNE9RE9WL RECLEANEDANED A' EB PRIORR SEDIMENT - M I W A Y �I N O Z 1 5 4 7. ALL INLETS AND STORM DRAINS SWILLBE KEPT DLEANOFDESIUSANDSEDNE9.ANY OED RIS ANDDfl SEDIMENT THAT ENTERS ANY INLET OR STORM BRAN SHAD. BE CLEANED W E L B R O A D IMMEDIATELY. FLU 9HNGSHALL NOTSEUSED TOCLEANDEBNSANODHSEDWENTFROM STORM DRAINS CONSTRUCTION SEQUENCE U NOTES IN. SWPPP SIGN 2N. CONCRETEWASHOUTAREA 3N EQUIPMENT STORAGE AREA DETAILS ID. SEDIMENTSE.T FENCE WITH WERE (SEE DETAIL SWPPI-01 ON FIGURE SWPP) W. CONSTRUCTION OOT(WE DETAIL.SWPPI-02 ON FIGURE swPP) 3D. EROSION EELS SEDIMENT BAflNER(SEE DETAL 2 ON 07A 4D. STORM DRAINAGE INLET PROTECTION(SEE DETAZSWPPI-0OONFIGURESWPP) ISD. STORM DRAINAGE INLET PROTECTION (9EE DETAI.SWPPI-00 ON FIGURESWPP) 6D.EROSDNCOMIIOLALONO DITCH(SEE DETAI.SWPPf-0i ONFIGIIRESWPP) 7D. BLOCK PND AGGREGATEFLUNEPROTECTCN(OETAILi ONG74 1. CONDUCTMECONSTBUC ION MEEIINGWITHTHE CITYTOOISCUSS MOSKNAND SEDIMENT CONTROLS AND CONSTRUCTION PHASING. 2 NSTALLSTABIMEDCONSTAUCTION SaTAND POST SWPPP AND SRE COMPLIANCE SIGNAGE PUBUCIY VLSIw c. Z INSTALLCONSTRUCNONFENCESANDTEMPOBABYTBAFFK:ANDPEDESMMCAMROLDEWCES. 4. PBEPABETEHPORARYPARKING AND STOBAGEABFAS. S INBTALLSE.T FENCE ONTHE SREAS SHOWNWTHIN THECONSTRUCRON UMIS S t) M MDSDNGSMUCTURES.PAVEMENT.ANDWMSEDUTENTES. 7. UDERCUTEXISTEIGPOOB SOILS AS INDICATED ]NINE GEOTECHNICAL REPORT. S BEGIN GRADINGTHESTE S. BMW CONSTRUCTION OF UTSITES 10. BEGIN SUBGHADEPREPARATION AND CONSTiWCIDONOF STRUCTURES. 11. BEGIN INSTALLATION OFCURB, GUTTER AND PAVING. IB. COMPLETE PERtLWENT STABIIdATON ON AREAS WHERECONSTRNCTION NAS COLTLETF.O. 11 COMPLETE FINAL GRADING AND INSTALLATION OF PERMANENT STABBI7ATION OVERALLAREIS, 1& OBTAIN CONCURRENCE PROMTHE OWNER AND THE CITYTHATTHE&TEHAS BEEN FULLYSTABIL®. 1S REMOVE ALL REMAINING TEMPORARYEROSION AND SEDNENTCONRROLDEVICE9. 1S STABILUEALLAREAS DISTURBED 13YSMP REMOVAL CONTRACTOR MAYOONPLETECONSTRUCTION RELATED ACTIVTIESOONCURRENTLYOMYIFALL PRECEDING BMPS HAVE BEEN COMPLETELY INSTALLED. THE ACNALSCHEOULE FOR IMPLEMENTING POLLUTANT CONTROLMEASURES WILLBE DETERMINED BYTHE PROJECT CONSTRUCTION PROGRESSAND RECORDEDBYTHEGUXMCOMAACTORONTFESE PLANS. HARRISON FRENCH ASSOCTAT83. LS 1706 S. W.I-Blv,L S.I.3 B...7BIA Ad- 72712 L 479273.7780 F479273.9436 maw.hfu-enmm 5 b Ill gggg8 R LL ¢<S� RP�11'0, a�,Q�d��g�ES Muni `Y o O XX m E I 0 O m CF. BINCM m N ,� z 0 DEMm U 0. ISSUE BLOCK TITLE DATE 957. 06/06/14 100% 12/10/14 OTP 12/24/14 1 _ CCRI 02/03/14 STORE NO.: 2468 DOCUMENT DATE 2/3/2015 CHECKED BY: PJM DRAWN BY: RDE •� PAULd.MDSS__•.,_a .�1�..4........116731 iiSi •N •••}��E,G= FOR PERMIT TEXAS COA #F-8576 EROSION & SEDIMENT CONTROL PLAN SHEET: C3.0 C) 4,j / / C F F E Q5D FL 325.21 1 \ 19N 5093 LEFT FFE 334.15 101MI'll"'T'll, a •z �Y 1. I _._\ — — — — - — — — --- — — — — — — — — — — — — — — s. — __ _ F. M H I G H W A Y N 0. 2 1 5 4 W E L L B O R N R O A D SCALE 30 0 30 60 1 In = so ft PROPOSED PROPERTYLINE W WATERLINE (ALL FnTmas TTOLn BRASS WRAPPED IN)^SS — SANITARY SEWER UNE UGT UNDERGROUNDTELERK)NE UGE UNDERGROUNDELEC(RIC GAS GAS LNE =RMSEWER e 4D 13N WATER SNE 13N 4D n I 0 O ® O® ® ® ® O® ® O® G G O i " n I WATER UNE IN / WATER UNE / --------------------- 1. I _._\ — — — — - — — — --- — — — — — — — — — — — — — — s. — __ _ F. M H I G H W A Y N 0. 2 1 5 4 W E L L B O R N R O A D SCALE 30 0 30 60 1 In = so ft PROPOSED GENERAL UTILITY NOTES 1. CONTRACTORSWW.PROTECTAU.EXI9TINGUnLMESANDEFESPONSELETO REPAIfl ANY DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION AT NO COSTTOTHEOWNER 2 ALL UTILITIES ARE SHOWN FROM NFORMATCNGATHERED AND SHOULD NOT BE USEDASEXACT. CONTRACTOR SHALLVERIY EXACT DEFTHSAND LOCATIONS PRIORTO UTILRYIISTILLATION. 3. CONTRACTOR SHADMUrACTTHEAPPROPRNTEUTLnYCOLWANYFOR INSTALLATIONANDSPECIFICATIONRWUITE ENtS. C ALL PIPE MATERIALS SHALL COMPLYWITH LOCAL REGULATIONS S ALLTREN RING AND BEDDING SHALL BE PERTHEU(IlRVTRENCHAND SEDOINC DETA L S CONTRACTORSHALL REFER TO ARCHITECTURAL PLANS FORA1LBUiLDIJG URUTYTIERa 7. ALLTHRUST BLOCKING SHALL BE PERTHE VERTIGALAND HORMWALTHRUST BLOCKING DETAILS S PWILLENGTiS SHOWN ARE APPROXIMATE. CONTRACTORSKALLVERIEY.BASED UPON FIELD CONDITIONS, EXACTLENMSOF PIPESNECFSSARY FOR CONNECTIONS. IF LENGTH SHOWNVARIES MGNIFICANMYCOMPAREDTO FIELD CONDITIONS, CONTRACTOR SMALL NOTIFY ENGINEER OF RECORD PRIOR TO ORDERING MATERIAL AND INSTALLATION. O NOTES 2N. CONNECT TO BUILDING PER ARCHRECTURALAND MEP PIANS AN. CONNECT TO EXISTING ELECTRICAL SERVICE SN. PAD MOUNTED TRANSFORMER, PER ELECTRIC COMPANY 6N. 2 WATERLMM M ELEOTTICMETER IN. GAS METER 9N. 00NECTTO EXISTING GAS LINE, FIELD VERIFYENACTIDCATCN TDM CONNECTT0 EXISTING TELEPHONE UNE FOD VEIFYEXACTLOCARON IIM GREASETRAP(SEE MEP PLANS) 12N. COFNECTWATERLNETOAIR/WATER/VACEOUIPMENT 13N. CONNECTIONWATER LINE TO HOSE BIB 14N. MAINTAN/8'VERTICALSEPARATION IMI- IRRIGATION METER IBM DOUBLE CHECK VALVE SACKFLOW PREVENTER(SEE IRTIIGATION PLAN FOR DETAILS) 1M SAMPLE WELL (PER CITY OF COLLEGE STATCNSTANDARMPLEASE SEE SHEET PSW) 1ML 45'SEND (PER CRY OF COLLEGE STATION STANDARDS) 190. MAINTAIN 10- HORDDNTALSEPARATION ❑ DETAILS 10. SANITARY SEWER CLEMOUT(SEE MEP PIANS FOR SCHEDULE) (SEE DETAIL ES -01 OF FIGURE S2) 20. TAO�WAY SANITARY SEWER S2) 20. MEP PLANS FOR SCHEDULE) [SEEDETAH-170NCIX) 30. TRENCHING AND BEDDING (SEE DETAIL a ON C74) 4D.GRADE MOUNTED HOSE BIB (SEE DETAIL 12 ON MA50. STANDARD MANHOLE TIEN(SEE DETAIL SM ON FIGURE SI) 90. NEW WATER SERVICE, FOD VERIFY EXACT LOCATION (SEE DETAIL WM ON FIGURE Wt) T0. STANDARD FINE HYDRANTASSE.BLY(SEE DETALLWt-020N FIGUREWI) m — HARRISON TPLIENCA s— cl 1705 S WA)mnBK S.im3 Benm kArkansu7Y/12 I479273.778D £4792739436 mwwl�-aewm i25t, c o m o O X E j Q o 0 LM O IFjmU 0. ISSUE BLOCK TITLE DATE 952 06/06/14 100% 12/10/14 OTP 12/24/14 CCR7 02/03/14 STORE NO.: 2466 DOCUMENT DATE 2/3/2015 CHECKED BY, RIA DRAWN BY, ROE S `ci,�Ptti� �?S(LI r PAUL J. MO66 .�i [/it p.. 116731 :ter: 1MS5 FOR PERMIT TEXAS COA #F-8576 UTILITY PLAN SHEET: C4.0 PROPERTYLINE W WATERLINE (ALL FnTmas TTOLn BRASS WRAPPED IN)^SS — SANITARY SEWER UNE UGT UNDERGROUNDTELERK)NE UGE UNDERGROUNDELEC(RIC GAS GAS LNE =RMSEWER GENERAL UTILITY NOTES 1. CONTRACTORSWW.PROTECTAU.EXI9TINGUnLMESANDEFESPONSELETO REPAIfl ANY DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION AT NO COSTTOTHEOWNER 2 ALL UTILITIES ARE SHOWN FROM NFORMATCNGATHERED AND SHOULD NOT BE USEDASEXACT. CONTRACTOR SHALLVERIY EXACT DEFTHSAND LOCATIONS PRIORTO UTILRYIISTILLATION. 3. CONTRACTOR SHADMUrACTTHEAPPROPRNTEUTLnYCOLWANYFOR INSTALLATIONANDSPECIFICATIONRWUITE ENtS. C ALL PIPE MATERIALS SHALL COMPLYWITH LOCAL REGULATIONS S ALLTREN RING AND BEDDING SHALL BE PERTHEU(IlRVTRENCHAND SEDOINC DETA L S CONTRACTORSHALL REFER TO ARCHITECTURAL PLANS FORA1LBUiLDIJG URUTYTIERa 7. ALLTHRUST BLOCKING SHALL BE PERTHE VERTIGALAND HORMWALTHRUST BLOCKING DETAILS S PWILLENGTiS SHOWN ARE APPROXIMATE. CONTRACTORSKALLVERIEY.BASED UPON FIELD CONDITIONS, EXACTLENMSOF PIPESNECFSSARY FOR CONNECTIONS. IF LENGTH SHOWNVARIES MGNIFICANMYCOMPAREDTO FIELD CONDITIONS, CONTRACTOR SMALL NOTIFY ENGINEER OF RECORD PRIOR TO ORDERING MATERIAL AND INSTALLATION. O NOTES 2N. CONNECT TO BUILDING PER ARCHRECTURALAND MEP PIANS AN. CONNECT TO EXISTING ELECTRICAL SERVICE SN. PAD MOUNTED TRANSFORMER, PER ELECTRIC COMPANY 6N. 2 WATERLMM M ELEOTTICMETER IN. GAS METER 9N. 00NECTTO EXISTING GAS LINE, FIELD VERIFYENACTIDCATCN TDM CONNECTT0 EXISTING TELEPHONE UNE FOD VEIFYEXACTLOCARON IIM GREASETRAP(SEE MEP PLANS) 12N. COFNECTWATERLNETOAIR/WATER/VACEOUIPMENT 13N. CONNECTIONWATER LINE TO HOSE BIB 14N. MAINTAN/8'VERTICALSEPARATION IMI- IRRIGATION METER IBM DOUBLE CHECK VALVE SACKFLOW PREVENTER(SEE IRTIIGATION PLAN FOR DETAILS) 1M SAMPLE WELL (PER CITY OF COLLEGE STATCNSTANDARMPLEASE SEE SHEET PSW) 1ML 45'SEND (PER CRY OF COLLEGE STATION STANDARDS) 190. MAINTAIN 10- HORDDNTALSEPARATION ❑ DETAILS 10. SANITARY SEWER CLEMOUT(SEE MEP PIANS FOR SCHEDULE) (SEE DETAIL ES -01 OF FIGURE S2) 20. TAO�WAY SANITARY SEWER S2) 20. MEP PLANS FOR SCHEDULE) [SEEDETAH-170NCIX) 30. TRENCHING AND BEDDING (SEE DETAIL a ON C74) 4D.GRADE MOUNTED HOSE BIB (SEE DETAIL 12 ON MA50. STANDARD MANHOLE TIEN(SEE DETAIL SM ON FIGURE SI) 90. NEW WATER SERVICE, FOD VERIFY EXACT LOCATION (SEE DETAIL WM ON FIGURE Wt) T0. STANDARD FINE HYDRANTASSE.BLY(SEE DETALLWt-020N FIGUREWI) m — HARRISON TPLIENCA s— cl 1705 S WA)mnBK S.im3 Benm kArkansu7Y/12 I479273.778D £4792739436 mwwl�-aewm i25t, c o m o O X E j Q o 0 LM O IFjmU 0. ISSUE BLOCK TITLE DATE 952 06/06/14 100% 12/10/14 OTP 12/24/14 CCR7 02/03/14 STORE NO.: 2466 DOCUMENT DATE 2/3/2015 CHECKED BY, RIA DRAWN BY, ROE S `ci,�Ptti� �?S(LI r PAUL J. MO66 .�i [/it p.. 116731 :ter: 1MS5 FOR PERMIT TEXAS COA #F-8576 UTILITY PLAN SHEET: C4.0 SCALE 10 0 /0 20 1 inch = 10 IN, 0+50 6' WATER UNE ERTENSION VERMCG AL t•=2' HORIZONTAL 1"= 10' HARRISON FRENCA ASbO.- S. LTD 1705 S. W.1—M,d, S..I..3 Hemm�v0le, Ad— 72712 t 479273.7780 F479273.9436 mawLTayrm AD W SBR PWFhlkS F 3�GS %E zaFHlg,del PROPOSED S PROPERTYUNE W WATERLINE (ALL FTTINGSTO BE BRASS WRAPPED NPOLY) )('SS SANITARYSEWERUNE UGT UNDERGRiOUNDTELEPHONE UGE LNDERGROUND M.ECRRIC GAS GASINE __-----__ STORM SEWER GENERAL UTILITY NOTES m c of 1. CONTRACTORSHALL PROTECT ALL EXITING UTLTTESAND D RESPONSWLETO b REPAIflANYDAMAGETOE)USTNGUMInMUURNGCONSTRUCRONATNO COSTTOTHEOWNER. 0 2. ALL UTILTIES ARE SHOWN FROM NFORMATKNGATHERED AND SHOULD N0T8E USEOASEXAOT. CONTRACTOR SHALL VERIFYEXACTOEPOiSAND LOCATIONS PRIORTOURLRYNSDLLATION. S. CONTACTOR SHALL CONTACTTHEAPPROPRATE UTIUTYCOMPANYFOR INSTALLATION AND SPECIFICATION REQUIREMENTS 4. ALL PIPE MATERIALS SHALL COMPLYWRH LOCAL REGULATIONS S ALL7RENCHNG AND BEDDING SHALL BE PERTHEUTILITYTRENCHANDBEDDING DETAIL 2 p z � DS p .I O 0 0. S CONTRACTOR SHALLREFERi TO ARCHITECTURAL PLANS FORALLSUILDING UTUTYTIEINS ISSUE BLOCK 7. ALLTHRUSTBLOCKING SHALL8EPERTHEVERNCALANDHORMONTALTHRUST TITLE DATE BLOCKING DETAILS, 955 06/06/14 S PIPE LENGTHS SHOWN ARE APPROXD.ATE. CONTRACTOR SHALL VERIFY, BASED UPON FIELD CONDITIONS, EXACT LENGTHS OF PLIES NECESSARY FOR 1005 12/10/14 CONNECTIONS IF LENGTH SHOWN VARIES SIGNIFICANTLY COMPAREDTO PIED CONDITIONS, CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD PRIORTO 74 OTP 12/24/14 t CCR7 02/03/14 ORDERING MATERW.AND NSTALLAROM Q NOTES IM 4S BEND (PER CRY OF COLLEGE STATION STANDARDS) ISN MAINTAIN IP HORQONTALSEPARATION ❑ DETAILS BD. NEWWATER SERVICE, FIELD VERIFY EXALT U=TION(SEE DETAL W2-01 CN FIGURE WI) 71 STANDARD FIRE HYDRANTASSEMBLY(SEE DETAILWI-02 ON FIGUREWI) STORE NO.: 2468 DOCUMENT DATE: 2/3/2015 CHECKED BY: PJM DRAWN BY: ROE � ...P�E�.SILI r: :' t slll PAULJ.MOSS Ii q: 176731 : r,� 1 CENSE: l S ... G FOR PERMIT TEXAS COA E PROFILE SHEET: C4.1 F PLANT SCHEDULE .� TREES CODE OI'Y Q LEUSIL 31 0 NAG— 24 f NATIVE TREES CODE OiY OR ON ADJACENT PROPERTY THAT HAS BEEN DSILIMM DURING CON5(RUCBON. IF GRA -,5 5 TO BE USED FOR GROUNDCOVHt, ONE HUNDRED (100) PERCENT LIVE GRASS GROUNDCOVER 15 REQUIRED WHETHER BY SOLID SOD OVERLAY \ \ 200pb ALLPLANT5 MUST BE CONTAINERGRC MN OR BALED AND BURLAP A5INDICATED ON PLANT UST. CERTE2 3 F ��'o ALL TREES MUST BE STRAIGHT TR)INKED, FULL HEADED AND MEET ALL MQUIREMEN(9 AS SMOKED. 24- OAK ALL PLANTS ARE SUBJECT TO THE APPROVAL Of THE LANDSCAPE ARCHITECT AND THE CWLffiLBEEORE DURING AND AFTER \F INSTALAHON. 2]dtFRDNINSMWY40/TEs-ill-127REE5 OLD MUE 23 12lFPLi SHRUBS CODE OPY 1 O ABEEDW 64 z-- L RMA PAT 57 f yiCt ��STRIPES FFE 334.15 go �. :���� ff la1n6'y II� \ /\ LANUSCA�PE CON7RACTOR7D COORDIN GENERAL CON EXACTORAND CATIONELECTRIC COMPANY ON FJ(ACT LOCATION OF/ s PLANT SCHEDULE .� TREES CODE OI'Y Q LEUSIL 31 0 NAG— 24 / NATIVE TREES CODE OiY OR ON ADJACENT PROPERTY THAT HAS BEEN DSILIMM DURING CON5(RUCBON. IF GRA -,5 5 TO BE USED FOR GROUNDCOVHt, ONE HUNDRED (100) PERCENT LIVE GRASS GROUNDCOVER 15 REQUIRED WHETHER BY SOLID SOD OVERLAY \ REQUIRED ON PLAN, 200pb ALLPLANT5 MUST BE CONTAINERGRC MN OR BALED AND BURLAP A5INDICATED ON PLANT UST. CERTE2 3 CONTAINER APRIL I -SEPTEMBER 30. 5#8 =05M I - MARCH 31 ��'o ALL TREES MUST BE STRAIGHT TR)INKED, FULL HEADED AND MEET ALL MQUIREMEN(9 AS SMOKED. 24- OAK ALL PLANTS ARE SUBJECT TO THE APPROVAL Of THE LANDSCAPE ARCHITECT AND THE CWLffiLBEEORE DURING AND AFTER OUEMAC 10 INSTALAHON. 2]dtFRDNINSMWY40/TEs-ill-127REE5 OLD MUE 23 12lFPLi SHRUBS CODE OPY 1 O ABEEDW 64 z-- L RMA PAT 57 GENERAL CON EXACTORAND CATIONELECTRIC COMPANY ON FJ(ACT LOCATION OF/ s ® ROS KN2 7 .� NATIVE SHRUBS CODE QTY [ Q LEUSIL 31 SCALE 30 0 30 60 1 inch - 90 SL COMMON NAME/ BOTANICAL NAME FRS 0,—Cape Myrtles/ Lagenbnenva mdoa'Dymmde' 120 COMMON NAME / BOTANICAL NAME Teves Ru3vd/Cermorvdensn teums0 900 Lvicey Oak/Quercusglaradn 1900 Ban• Oak/ Qleaus �tueriearya 1200 QN,nlapm Oak/puensp mxhv 450 COMMON NMAE/ BOTANICAL NAME GloesY AF.c4a/Pbclea gnrtl,flora'PdxaM Gmvlw:r' 690 Pink lady Hawthorne Standard/RhaplvclePrs mdr�'Pmk lacy' 590 Finck Out Rose Wdns/Rasa skW'Krxv;YOut' ]O COMMON NAME/ BOTANICAL NAME Tess Ranger/L--plyDum(nAar '5JIer C. ' 190 / GROUND ® COVERS YN CODE COMMON NAME/BOTANICAL NPMe CDATE BermudaG—lCyr dLndaCylrn enmua / CYN DAC BGrass /Cynodon daCylm \ / s,c/DToru raNlS NG� ❑ DETAILS / ID. TREEFROTBCDONMlIa EEDEEAIL40NC5.N / CITY NOTE5: 65,300,1/1.000-655. WF. -1,959/10%•-..769 -ONE HUNDRED (100) PERCENT COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK. ORA PERENNIAL / CM -55 5 REQUIRED IN PARKING LOT ISLANDS. 5WA1$ AND DRAINAGE AREAS. AND THE PARKING LOT SETBACK UNLESS OTHERWISE LAN SO OR EXISTING PLANTS ARE PRESERVED. ONE HUNDRED (100) PERCENT COVERAGE OF / C-ROUNOCOVCR OR PERENNIAL GRAS5 5 ALSO REQUIRED IN ALL UNPAVED FORTION5 OF STREET OR HIGHWAYRIGHT-OP-WAY / OR ON ADJACENT PROPERTY THAT HAS BEEN DSILIMM DURING CON5(RUCBON. IF GRA -,5 5 TO BE USED FOR GROUNDCOVHt, ONE HUNDRED (100) PERCENT LIVE GRASS GROUNDCOVER 15 REQUIRED WHETHER BY SOLID SOD OVERLAY \ REQUIRED ON PLAN, 200pb ALLPLANT5 MUST BE CONTAINERGRC MN OR BALED AND BURLAP A5INDICATED ON PLANT UST. fAG0Y2 CONTAINER APRIL I -SEPTEMBER 30. 5#8 =05M I - MARCH 31 4-e 40(5) ALL TREES MUST BE STRAIGHT TR)INKED, FULL HEADED AND MEET ALL MQUIREMEN(9 AS SMOKED. 24- OAK ALL PLANTS ARE SUBJECT TO THE APPROVAL Of THE LANDSCAPE ARCHITECT AND THE CWLffiLBEEORE DURING AND AFTER 15TRE5 INSTALAHON. 2]dtFRDNINSMWY40/TEs-ill-127REE5 THE LANDSCAPE ARCHITECT MUST APPROVE ANY ALTERATIONS OKREV51OF5 TO THE LANDSCAPE PIAN. 12lFPLi THECOWrRACTOR5HALLPRD(ECEEXISTI Mk7URE5ON5ttE. ' 0 ALL DISTURBED AREAS, DESIGNATED TO BE SEEDED MUST BE COMPLETELY HYDRO5aDM WITH BERMUDA GPA.5 SEED (75% >» PERENNIAL RYE125% BERMUDA AT A RATE OF I/2I PER 100050 IT. z-- APPLY5EEDUNIFORMLYBYmRO5emINGTOAUfFMOF 114-1/2 IN. % IS: SOILAArmy .UME \ ROS FN2 . RMA PAT W 21CO.MSTING � _.. _.._ / ID. TREEFROTBCDONMlIa EEDEEAIL40NC5.N / CITY NOTE5: 65,300,1/1.000-655. WF. -1,959/10%•-..769 -ONE HUNDRED (100) PERCENT COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK. ORA PERENNIAL / CM -55 5 REQUIRED IN PARKING LOT ISLANDS. 5WA1$ AND DRAINAGE AREAS. AND THE PARKING LOT SETBACK UNLESS OTHERWISE LAN SO OR EXISTING PLANTS ARE PRESERVED. ONE HUNDRED (100) PERCENT COVERAGE OF / C-ROUNOCOVCR OR PERENNIAL GRAS5 5 ALSO REQUIRED IN ALL UNPAVED FORTION5 OF STREET OR HIGHWAYRIGHT-OP-WAY / OR ON ADJACENT PROPERTY THAT HAS BEEN DSILIMM DURING CON5(RUCBON. IF GRA -,5 5 TO BE USED FOR GROUNDCOVHt, ONE HUNDRED (100) PERCENT LIVE GRASS GROUNDCOVER 15 REQUIRED WHETHER BY SOLID SOD OVERLAY QTY PLANTING REQUIREMENT5: CR PRE-PIPNDNG AND 5UW1161 I TAKEOVER OF GRA55F5, / GENERAL LAND5CAPE NOTE5: 65,300,1/1.000-655. WF. -1,959/10%•-..769 ALL PLANE MATEBAI5 SHALL ARRIVE AT THE SITE WITH 501LMO15T. / CONTRACTORS SHPII HAVE UNDERGROUND UTIUNES LOCATED. LEGIBLY MARKED. MO SMALL REPAIR ANYAND ALL DAMAGE WHICH / MAY OCCURA5 A RESULT OF LANDSCAPE INSTALLATION. UTILITIES SHOWN ON THIS PIAN ARE APPROXIMATED, AND SHOULD BE VERIFIED ON THe CML UTIUTY PIAN AND N THE FIELD. 5.670tIITP1 UNDER NO CIRCUM57ANC6 WILL LANDSCAPE WORK BE APPROVED FOR PAYMQfT IF PANT SIS AND GENERAL HEALTH ARE NOT AS \ REQUIRED ON PLAN, 200pb ALLPLANT5 MUST BE CONTAINERGRC MN OR BALED AND BURLAP A5INDICATED ON PLANT UST. fAG0Y2 CONTAINER APRIL I -SEPTEMBER 30. 5#8 =05M I - MARCH 31 4-e 40(5) ALL TREES MUST BE STRAIGHT TR)INKED, FULL HEADED AND MEET ALL MQUIREMEN(9 AS SMOKED. our MUT ALL PLANTS ARE SUBJECT TO THE APPROVAL Of THE LANDSCAPE ARCHITECT AND THE CWLffiLBEEORE DURING AND AFTER 15TRE5 INSTALAHON. 2]dtFRDNINSMWY40/TEs-ill-127REE5 THE LANDSCAPE ARCHITECT MUST APPROVE ANY ALTERATIONS OKREV51OF5 TO THE LANDSCAPE PIAN. 12lFPLi THECOWrRACTOR5HALLPRD(ECEEXISTI Mk7URE5ON5ttE. ' 0 ALL DISTURBED AREAS, DESIGNATED TO BE SEEDED MUST BE COMPLETELY HYDRO5aDM WITH BERMUDA GPA.5 SEED (75% >» PERENNIAL RYE125% BERMUDA AT A RATE OF I/2I PER 100050 IT. z-- APPLY5EEDUNIFORMLYBYmRO5emINGTOAUfFMOF 114-1/2 IN. \\C IS: SOILAArmy .UME \ AND O APPLYUMEAND FMUIU5PSRACCORDING 19 MMU21R0MOROUGhLYWATEREDNRALOUAUTY 50.FT.OSOILTE55.M TOP DRESSING LIMESTONE PND 1 LB PER 1,00090.IT.31-3-IOTYPeB'TOP DRESSING FIXIILISRTMOP.OWHLY WATEtm IMOTHE 901E MAINTENANCE: SEIZED AREAS ARE TO BE WATERED ENOUGH TO MAINTAIN ADEQUATE SURFACE 501L MOISTURE FOR PROPER SEED GERMINATION. WATERING SMALL CONITNUE FOR NOT lE55 THAN 30 DAYS FOLLOWING SEEDING OR UNTIL A HEALTHY STAND OF GRASS, WITH 90% OR MORE COVERAGE. 5 ACHIEVED. IMMEDIATLEY RESEED. MRRUZe. AND MULCH DAMAGED AREA50RANYARFATHAT FAILSTO ACHIEVE THE COVERAGE SPECIFIED ABOVE UNTIL A HEALTM'STAND OF GRASS. WITH 90% OIL MORE COVERAGE 5 ACHIEVED. THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN ON THESE PLANS. BEFORE PRICING THE WORK. THE LANDSCAPE CONTRACTOR SHALL FULLY MAINTAIN ALL PLANTING (INCLUDING BUT NOT LIMNED TO WATERING. SPRAYING, MULCHING, FERTILUING. ETC.) OP PLANTING AREAS AND LAWNS FOR 90 DAYS APER SUBSTANTIAL COMPLETION. THE LAN05CAPE CONTRPLTORSMAL. COMPLETELY GUARANTEE ALL PLANT MATERIA. FOR ONE (1)YEAR BEGINNING AME DATE OF 51185TANTIAI COMPLETION. THE LANDSCAPE CONTRACTOR SMALL PROMPTLY MAKE ALL RERLACEMENIS BEFORE THE END OF THE GUARANTEE PERIOD (AS PEROIREONON OF THE OWNER). ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR OEFOUATES (PRIORTO TOTALACCEPTMCE OF WORK) SMALL BE PROMPTLY REMOVED FROM THE SNE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIS AND MEETING ALL PLANE LIST SPECIFICATIONS. STANDARDS SET FORTH IN'AMERICAN STANDARD FOR NURSERY STOCK' (MSI ZGO. U REPRESENT GHOmNe SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM5 QUALITY REQUIREMENTS FOR ALL NEW PLANT MATERAI- ALL NEW PLANT MATERIAL SMALL BE PLANTED AND MAINTAINED IN ACCORDANCE WITH THE LATEST eDMON OF THE AMERICAN NATIONAL STANDARDS INSTITUTE REQUIREMENTS FOR TREE„ 5MMB. AND OTHER WOODY PLANT MAJNIENANCE (ANSI ABDO PARTS I THROUGH G). ALLTOM LAPFUED TO THESITESHALLSE LOAMY. FRIABLESOIL.CONTAJNINGAMINONUMOF1SPERCENTBYDRYWEGMT ORGANIC MATTER: FREE FROM SUBSOIL, REFUSE. ROOTS. HEAVY OR STIPP CLAY, 5TONE5 LARGER THAN 25 MM (I IN.), NOXIOUS SCID$. $TICKS• BRUSH, UTTER, AND OTHER OEETERIOBS SUBSTANCES: 5UTTABE FOR BID GERMINATION OF 5EED5 AND THE SUPPORT OF VEGETATIVE GROWTH. THE PH VALUE SHALL BE BETWEEN 5S AND G.S. LANDSCAPE EDGING TO BE BEND A BOARD' EDGE 25W SECTIONS AND SMALL BE BROWN IN COLD?- OLORALL ALLPLANTING AREAS SMALL BE TOP BREWED WITH 2-3' OP BROWN, COLORADO BULL ROCK ON DEVITT PRO 5 LANDSCAPE FABRIC. TOP ROCK SMALL 5E EVEN WITH TOP OF CURBS OR EDGING. SEE CML PLANS FOIL EEVAHON5. SECURE FABRIC WITH FIND OF. STAPLES (2k57. PINS SHALL BE PLACED AT 5' O.C. AND JOINT5 SHALL OVERLAP BY 10 QTY PLANTING REQUIREMENT5: Re(}. PRO, PRO.IC6TMPAPDINP3 65,300,1/1.000-655. WF. -1,959/10%•-..769 1,]63 -4.� DO 170 IgtRU05 TREES 3TREEIFRONTAGEPOINf3 "317RA'/EDEORl 90.7+I]OR IINK401-495M/50-9.9.900-2.5/O 2.370 5.670tIITP1 Pp51WGtRB9 TO P1 PRE5ERVm 19'+24'+IT+TET+19'+21•+24-7TRD514S'OR WRGECX40pb- 300pb 200pb STRPe `I REfLdeMINR R) ITiCCE FOR eV51K 151E OF STRSFRL#RK.t 4118 FROMAGC WEDBOFN t9/ZS-14.6-ISTREES iSTREEs 15TRE5 2]dtFRDNINSMWY40/TEs-ill-127REE5 .2 TRES 12lFPLi AUTRers exeePr ratme mNAMIre eRAPe MMREAR[ usm ro Nor Tes sTR¢rsewNc True ReanRD.mrt P.NPFER11RP25 (B) iCANOPYTitee RP4VDE0 PEC 25U'(965.F/25--S WOPITRHa 15 IS i NON CANOWi12PE RCCIIPID PFR 151E(369/IS-25 NOH CNNOPYTPJ9� 29 19 (B)-9TREe1'IiRPE CR®(f 'TOE IXIDrtPORP1AN9 BONGPREPPA®BTA W1DTiCAPe ARQI.IEC( (p) - eV ITER fl2E RE W Rh41NT '1m(M f12I OF IRONTAGtl AJT ASNV9 ORNENAY3 AN0 $TIC TPJNNG(LS m -�: HARRISON FRENCH t SSOCI T85. LTD 17055. WilmeB(Td,Scim3 B.-11,6A5kan5ss 72712 t 479273.7780 F479273.9436 mmwbfivamm f1 g m g € �Ba� g Til CtlE$�gam�i o x m E j 0 Q z 0 N m bm F � m�cW9 z O y0 ISSUE BLOCK WILE I DATE 95% 06/06/14 1009 12/10/14 OTP 12/24/14 1 CCRI 02/03/14 STORE NO.: 2468 DOCUMENT DAZE 2/3/2015 CHECKED BY: PJM DRAWN BY. ROE C_7 OR PERMIT LANDSCAPE PLAN SHEET: 05.0 :133H5 311-40»d 3NII H31VM HOO SVX31 dam' LEL9lL '°// ssow •r �nva_ 3a8 'As NMvuO Ird -A8 MXMHO SIOZ/£/Z 31va immnooa 89i,Z :'ON 38015 bl/£0/ZD WOO t rot/az/zt d/o tt/Ol/Zt M b1/90/9D %96 3LVa 3lLLL X0078 3nSSi >7 �43 C z 43 fa� z 9£bG'£GZ6L>J 08LL'EL7'6G4 t ZILZL R�WIV %R n�^�8 E 21i Si AmUogc I'S SOLI ail 'fBiVIoogfyy aONaug NOS3ggvg a (tM3flnOld NO Z?lMlItl13O33S)Al0ML35W 1NtltlaAH SOW OWaMlS 'OL (1M 38new No m 'Btl13a33S)NOLLVOOi1Dy1f3 A31LflAa'Eild'3OI/dS35 FIILtlM M3N M9 si%tea El NOLLtltlNd3S'Itl1NO2"ON Al NV1N" NGI (SOtl ONVISNOLLtl1SBWnODd0ALOHBd)aN39S NBl SMON 0 NOLLtl SNOWIVflMVNDMOCHO Oi BOf Ud MO038 d0 tl33M%2 MUON THIS HOLOVBINOO 5NO W MOD O.aW Ol a3 WdwOO AW=Lfl WMS 91HVn NMONS HiDN31 A 'SNOLMMOD HOi AUVMOSN Sdid dOSH1DN3l L7M'sNOWoNOo o,aid Nodn O35V8'AdN3ATNHS NOI'Jvd1NW'31W01(09dW 3W NMOfIS SNLON3l3did T %=M 1Sn8HLiv1N031HOH OW WOUMBA 3HL Had 38 TWHS DNIMOOIS IS@1HL 71V •C SNn DNOIIf18'IN90d 5Ntlid M3No3NHOW MMS 9 -Bviaa ON0038CNV HONBULA09i13HGHid 387NHS oN0a38 oM ommomuLTLv 's 'MOLLYQIO38 NODI H11MA'IMOO TNHS STdaiVN 3did TIV '4 's Va8InO3N NOLLVOHI33ds DM NOUtlJSNI 803 ANVIMOO A11Il1f1 amdoway 3HLL7v1NOO Trms HoiOv81NOD T 'NOLIMISN AM= SNOLLvoDI OW 9H1d301DtlKi AdlliiATitlH3 DO1.otl81NOD 'lOtlKH W Q34n 38 ION ONOHS OM MMIUVO NOILMHOAM NOHA NMOM 3W S3WMIW T ImNtAomuoll= ON itl NoLLonamoDON9nas3WIlHiotasrGol3DvNvaAW Ntld38 OLSIGISNOdS38 SI OW MW9111 ShUSM'tW 103LO9d THIS 901DVWNOO 'l S31ON kMllfl'IV83MM uWas NNOis========= 3Nn SVD SV9 oiH1O3iHONn09DIEIOM 3On 3NOHdTMCNnOVDLL3aNn lOn 3M1S SAW=vs — SS.X WOd N a3ddv8M ssW8380GSDsw7u . M) M 3NnAlMdO8d — — — — 03SOdOWd 18'69+0 r�arN�r�a NOISNaLX3 3Nn 83tvm .9 77 01 = 5-1 S OZ Dt 0 Dl / O / r An Q PLANT SCHEDULE Tti1r NATNETREES O 1 5HRUB5 / 0 O LfW C2 GEN9W.CONTRACTORAND ElECRiIC -� / 7. 4818) COMPANY ON EXACT f.DCA710� ElEG1'RIC // / NATNESHRUB5 \\ GROUND COVERS 10 OAK O9OAK (B) / IX STING _ s + 24.0 L�) N / STRIPES 5093 LEFT FFE 334.15 - _F71./ 4-591 _ _ _ CODE CTY LAG M 24 CODE Er CMTE2 3 QUE GLA 6 0 MAC 10 CUE MUE 23 CODE OTY AHE EDW G4 RHA PAT 57 ROS ME 7 CODE CTY LEU SIL 31 CODECOMMONNAME/BOTMICALNAME CYN DA2 Bamada Graz/ Cyodrn daGylan SCALE 30 0 30 80 11a0h - 80 R COMMON NAME/BOTANICAL NOME PIS By,umRe Cr Fa Myrtle/ LNgastroanu vdra'Dyw ' 120 COMMON NAME / BOTANICAL NOME TmsRUNud/Lam oeuden�0 tavun 9W Lacey OA/QaeraegOiN-ade 1500 BRrr Oak/ Ouaws wcroaryNa 120E Chmkapm Oak/Quenaa mzhk�c Jv A50 COMMON NAME/ BOTANICAL NAME Gloag AbclO/ AfalOagraMdbn'Fdxmd Co ' G50 Pmk Lady ll wth— St Mad/ RlmptwLFO v 'Fmk LW 590 Frock OuERme Radraa/Rov dmH'KOuE' 70 COMMON NAME/BOTANICAL NAME Tams Ranger/L—phyDum TVI—'Siva CWad' 190 CYNOAC 5—d.Gran/Cyrod-d2cto. 5.670TJTALPoINIS DtTAIL5 ID. TREE PROTECTION PENCE (SEE DETAIL4 ON C5.1) CITY NOTES: -0N HUNOREO(100)PER@TTCOV5WAOFGROUNDCOVERDECORATVEPAWNG,0ECORkT ROC, ORAPERENWAL GRASS IS REQUIRED IN PARKING LOT LSWLEB. 5WALE5 AND ORAINAGE AREAS, AND THE PARKING LOT SETBACK UNLESS OTHERWISE IANDSCAP® OR EXISTING PLANTS ARE PRESERVED. ONE HUNDRED (100) PERCENT COVERAGE OF GROUNOCOVER OR PERENNIAL GRASS N AL50 REQUIRED IN ALL UNPAVED PORTIONS OF STREET ORHIGMWAY RIGHT-OF-WAY / OR ON ADJPC@1T PROPERLY THAT HA5 BEEN DISTURB® DURING CONSTRUCTION. IF GRA55IS TO BE USED POR GROLNDCOVPR, ONE HUNDRED (100) PERCENT LIVE GRA55 GROUNDCOVER 15 REQUIRED WHETHER BY SCUD SOD OVERLAY '? G ORM-ML NGANOSUCCE55111LTAFEOVEROPGRA55 , ZT OAK Y@ X *. IMV N") GENERAL LAND5CAPE NOTES: \ f IM / P11 PlPNT MATBO/355MPL. ARRNE ATTHE STE WTH SOILMOIST. 5.OS5 B1 3 UffD CONTRACTORS A RESULT OF LANDSCAPE IN UTILITIES N. UTILITIES LEGIBLYNONTMARKED, S PLN ALL A P ROANYAND ALL SHOULD WHICH BE 3ruiuort / MAYOCCURTHE ARESULTOFLPLAN AND IN THE RILD. Uf117TIE5 SHOVM ON THIS PLAN PRE PPPRO%IMATEO. AND SHOULD BE VERIFIED ON THE CIVIL UTILITY PLAN AND IN THE PIEID. UNDERNOORCUMSTANCE5 WILL LANDSCAPE WORK BE APPROVED FOR PAYMENT IF PLANT 5RE AND GMHEALTH ARE NOT AS . \ REQUIRED ON PLAN. ALL PLANT5 MU5T BE CONTAINERGROWN OR BAUM AND BURLAP AM INDICATED ON PLANT LIST. CONTAINER APRIL T -SEPTEMBER 30. 845=05M 1 - MARCH 31 .LTU�Qy2 fS( C 4.5110) p!),TRI� MUST BE STRWGHi TRUNKED. EULLHPAD® AND MEET ALL REQUIREMQI(S AS 31-FIEO. cue \ C{M \3- IBIS) ALL PLANTS ARE SUBJECT TO THE APPROVAL OFTHe LANDSCAPE ARCHITECT ANDTHECJRlL4BEFORE DURING AND AfLE2 INSTALLATION. THE LANDSCAPE PRCHITECTMU5TAFF`WVE ANYALTERARON50RREV1510NSTOTHE LWD5CPPEPLAN. THECONTPAaOR5HALLPROTWrDaSnI MATURESON5rM E ALL DISTURBED AREAS. DE51GNATM TO BE SEEDED MUST BE COMPLETELY HYDROSEEDED WITH EMWUDA GFA55 SEED (75% PERENNIAL RYE/ 25% BERMUDA ATA RATE OF I/2I PER 100050 PT. 5E UNIFORMLYBYHYDROSEMINGTO ADEFTI OF I/4 -1/21N. \ R \ \ 5APPLY 01L LINE ANDFID SOIL -:+'.i::.;=1.�•_.`'.,. •T,•d. '~ \ UMe5TMEANO IL5PCLRPCCOROINGTO-3-10 YPEV APPLY I LB OR155IT'ERI.00ERTMO. UGMLY ATEMED INTO THE OIL UMESTON[ANO L LB PLR 1,000 SO.Pf.31-3-IOTYPEB'TOP ORL451NG FCRTIUZERTLIOROUGHLY WATEP.PD INTO THE 901E MAINTENANCE n.G1RTE2 SEEDED AREAS PRE TO BE WATERED ENOUGH TO MAINTAIN ADEQUATE SURFACE SOIL MOISTURE FOR PROPERSEED GERMINATION. 2-846 WATERING SHALL CONTINUE FOR NOT IE95 THAN 30 DAYS FOLLOWING SEEDING OR UNOLAHFALTHYSTPND OF GRASS, WITH SO% OR MORE COVERAGE, IS ACHIEVED. IMMEDIATLEY RESEED, FERTILIZE, AND MULCH DAMAGED AREAS OR ANYARPATHAT FN15 TO ACHIEVE THE COVERAGE SPEC MED ABOVE UNTLA HEALTWSTAND OF GRA55, WLTI 505 OR MORE COVERAGE, 15 ACHIEVED. THE LAN09LPPE CONTRACTOR SHALL VVJPY ALL QUANTITIES SHOWN ON THESE PL1N5.5EFORE FRIONG THE WORK THE LANDSCAPE CONTRACTOR SHALL FULLY MANTAIN ALL PLANTING (INCLUDING BUT NOT UMLLED TO WATERING, SPRAYING, MULCHING. FWUZNG. ETC.) OF PLANTING AREAS AND LAWNS FOR 90 DAY5 AFTER SUBSTANTIAL COMPLETION. THE LANDSCAPE CONTRACTOR SHALL OOMPLE MY GUARANTEE ALL PLANT MATERIAL FOR ONE (1) YEAR BEGINNING AT THE DATE OF 9UB9TANTALCOMPLE110N.T11E LANDSCAPE CONTRACTOR SMALL PROMPTLY MME ALL RMACEMMOS 8EFORETHE END OF THE GUARANTEE PERIOD (AS PER DIRECTION OF THE ONNM. ANY PLANT MATMAL. WHICH DIES. TURNS BROWN OR DEFOUATE5 (MOP TO TOTAL PLCCPFANCE OF WORKI SMALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WTH MARTIAL Of THE SAME 5?Mf5, QUANT. SIZE AND MEETNG ALL PWT LIST SPECIFICATON5. STANDARDS SET FORTH IN -AMERICAN STANDARD FOR NURSERY STOCC LAU51260.1)REPRL5ENT GUIDELINE SPEMPICATONS ONLY AND5HALL CONSTTRJMMINIMUMS QUALITY RECUIRCMCNIS FORALLNEWPNNTMATEPJPL ALL RBV PLANT MATERIAL. SHAD. BE PLANTED AND MAINTAINED IN ACCORDANCE WITH THE LATEST EDTTION OFTHE AMERICAN NATIONAL STANDARDS INSTITUTE REQUIREMENTS FOKTREE, SHRUB. AND DRIER WOOD! PLANT MAINTENANCE W 61 ABOO PARIS 1 THROUGH Q. ALL TOP501L APPLIED TO THE SITE SHALL BE LOAMY. FRIABLE SOIL, CONTAINING A MINIMUM OF 14 PERCENT BYDRYWEIGM ORGANIC MATTER: FREE FROM SUBSOIL REFUSE. ROOTS. HEAVY OR STIFF CLAY, STONES IARGERTMAN 25 MM V IN), NOXIOUS SEEDS, STCKS. BRUSH. LITER, AND OTHER DHETEPJOUS SUBSTANCES: SUITABLE FOR THE GERMINATION OF 5EED5 AND THE SUPPORT OP VEGETATIVE GROWTH. THE PH VALUE SHAH BE BETWEEN 55 AND G.S. LANDSCAPE EDGING TO BE SEND A BOARD' EDGE 244' S=ONS AND SMALL EE BROWN IN COLOR ALL PIPNTING AREAS SMALL Be TOP DRESSED WITH 2-3- OF BROWN, COLORADO BULL ROCK ON DEWTT PRO 5 LANDSCAPE PABRIC. TOP ROCK SHALL BE EVEN WITH TOP OF CURES OR EDGING. SEE CML PLANS FOR ELEVATIONS. SECURE FABRIC WITH TNS OR STAPLES GF.S'. FINS SMALL BE PLACED AT WO.C. AND JOINTS SHALL OVERLAP BY 12' CITY PLANTING REQUIREMENT5: — PRLtiCGT AREA PoR115 65.300 of/ 1.000. 65.3 N M F- 1.959/ Wa 1.763 1.763 4733 HSHIRUB5 ''SETS 9TRFETFROHTPGEPORR9 ® O f9 ®O O 0 ® PJ05TIN 0 230Pb Q® O O® 00 R05KN22 O 0 O m ® 070 ® O® 0 0 0 ® ® ® O® I- Z/BR PRDHTAC4: MVf4O/25�112�12TRCTS 12 TRCCS %1X45 NG Au1RFt5 PRCFPrrortme munNlrccRAee MYRLIEMeLsmrD Nei' TEC STRPP150W NG TRQ FLGARQIlfIT 21.OAK(5) ROS I.N2 . RMAPAT W i - _F71./ 4-591 _ _ _ CODE CTY LAG M 24 CODE Er CMTE2 3 QUE GLA 6 0 MAC 10 CUE MUE 23 CODE OTY AHE EDW G4 RHA PAT 57 ROS ME 7 CODE CTY LEU SIL 31 CODECOMMONNAME/BOTMICALNAME CYN DA2 Bamada Graz/ Cyodrn daGylan SCALE 30 0 30 80 11a0h - 80 R COMMON NAME/BOTANICAL NOME PIS By,umRe Cr Fa Myrtle/ LNgastroanu vdra'Dyw ' 120 COMMON NAME / BOTANICAL NOME TmsRUNud/Lam oeuden�0 tavun 9W Lacey OA/QaeraegOiN-ade 1500 BRrr Oak/ Ouaws wcroaryNa 120E Chmkapm Oak/Quenaa mzhk�c Jv A50 COMMON NAME/ BOTANICAL NAME Gloag AbclO/ AfalOagraMdbn'Fdxmd Co ' G50 Pmk Lady ll wth— St Mad/ RlmptwLFO v 'Fmk LW 590 Frock OuERme Radraa/Rov dmH'KOuE' 70 COMMON NAME/BOTANICAL NAME Tams Ranger/L—phyDum TVI—'Siva CWad' 190 CYNOAC 5—d.Gran/Cyrod-d2cto. 5.670TJTALPoINIS DtTAIL5 ID. TREE PROTECTION PENCE (SEE DETAIL4 ON C5.1) CITY NOTES: -0N HUNOREO(100)PER@TTCOV5WAOFGROUNDCOVERDECORATVEPAWNG,0ECORkT ROC, ORAPERENWAL GRASS IS REQUIRED IN PARKING LOT LSWLEB. 5WALE5 AND ORAINAGE AREAS, AND THE PARKING LOT SETBACK UNLESS OTHERWISE IANDSCAP® OR EXISTING PLANTS ARE PRESERVED. ONE HUNDRED (100) PERCENT COVERAGE OF GROUNOCOVER OR PERENNIAL GRASS N AL50 REQUIRED IN ALL UNPAVED PORTIONS OF STREET ORHIGMWAY RIGHT-OF-WAY / OR ON ADJPC@1T PROPERLY THAT HA5 BEEN DISTURB® DURING CONSTRUCTION. IF GRA55IS TO BE USED POR GROLNDCOVPR, ONE HUNDRED (100) PERCENT LIVE GRA55 GROUNDCOVER 15 REQUIRED WHETHER BY SCUD SOD OVERLAY '? G ORM-ML NGANOSUCCE55111LTAFEOVEROPGRA55 , ZT OAK Y@ X *. IMV N") GENERAL LAND5CAPE NOTES: \ f IM / P11 PlPNT MATBO/355MPL. ARRNE ATTHE STE WTH SOILMOIST. 5.OS5 B1 3 UffD CONTRACTORS A RESULT OF LANDSCAPE IN UTILITIES N. UTILITIES LEGIBLYNONTMARKED, S PLN ALL A P ROANYAND ALL SHOULD WHICH BE 3ruiuort / MAYOCCURTHE ARESULTOFLPLAN AND IN THE RILD. Uf117TIE5 SHOVM ON THIS PLAN PRE PPPRO%IMATEO. AND SHOULD BE VERIFIED ON THE CIVIL UTILITY PLAN AND IN THE PIEID. UNDERNOORCUMSTANCE5 WILL LANDSCAPE WORK BE APPROVED FOR PAYMENT IF PLANT 5RE AND GMHEALTH ARE NOT AS . \ REQUIRED ON PLAN. ALL PLANT5 MU5T BE CONTAINERGROWN OR BAUM AND BURLAP AM INDICATED ON PLANT LIST. CONTAINER APRIL T -SEPTEMBER 30. 845=05M 1 - MARCH 31 .LTU�Qy2 fS( C 4.5110) p!),TRI� MUST BE STRWGHi TRUNKED. EULLHPAD® AND MEET ALL REQUIREMQI(S AS 31-FIEO. cue \ C{M \3- IBIS) ALL PLANTS ARE SUBJECT TO THE APPROVAL OFTHe LANDSCAPE ARCHITECT ANDTHECJRlL4BEFORE DURING AND AfLE2 INSTALLATION. THE LANDSCAPE PRCHITECTMU5TAFF`WVE ANYALTERARON50RREV1510NSTOTHE LWD5CPPEPLAN. THECONTPAaOR5HALLPROTWrDaSnI MATURESON5rM E ALL DISTURBED AREAS. DE51GNATM TO BE SEEDED MUST BE COMPLETELY HYDROSEEDED WITH EMWUDA GFA55 SEED (75% PERENNIAL RYE/ 25% BERMUDA ATA RATE OF I/2I PER 100050 PT. 5E UNIFORMLYBYHYDROSEMINGTO ADEFTI OF I/4 -1/21N. \ R \ \ 5APPLY 01L LINE ANDFID SOIL -:+'.i::.;=1.�•_.`'.,. •T,•d. '~ \ UMe5TMEANO IL5PCLRPCCOROINGTO-3-10 YPEV APPLY I LB OR155IT'ERI.00ERTMO. UGMLY ATEMED INTO THE OIL UMESTON[ANO L LB PLR 1,000 SO.Pf.31-3-IOTYPEB'TOP ORL451NG FCRTIUZERTLIOROUGHLY WATEP.PD INTO THE 901E MAINTENANCE n.G1RTE2 SEEDED AREAS PRE TO BE WATERED ENOUGH TO MAINTAIN ADEQUATE SURFACE SOIL MOISTURE FOR PROPERSEED GERMINATION. 2-846 WATERING SHALL CONTINUE FOR NOT IE95 THAN 30 DAYS FOLLOWING SEEDING OR UNOLAHFALTHYSTPND OF GRASS, WITH SO% OR MORE COVERAGE, IS ACHIEVED. IMMEDIATLEY RESEED, FERTILIZE, AND MULCH DAMAGED AREAS OR ANYARPATHAT FN15 TO ACHIEVE THE COVERAGE SPEC MED ABOVE UNTLA HEALTWSTAND OF GRA55, WLTI 505 OR MORE COVERAGE, 15 ACHIEVED. THE LAN09LPPE CONTRACTOR SHALL VVJPY ALL QUANTITIES SHOWN ON THESE PL1N5.5EFORE FRIONG THE WORK THE LANDSCAPE CONTRACTOR SHALL FULLY MANTAIN ALL PLANTING (INCLUDING BUT NOT UMLLED TO WATERING, SPRAYING, MULCHING. FWUZNG. ETC.) OF PLANTING AREAS AND LAWNS FOR 90 DAY5 AFTER SUBSTANTIAL COMPLETION. THE LANDSCAPE CONTRACTOR SHALL OOMPLE MY GUARANTEE ALL PLANT MATERIAL FOR ONE (1) YEAR BEGINNING AT THE DATE OF 9UB9TANTALCOMPLE110N.T11E LANDSCAPE CONTRACTOR SMALL PROMPTLY MME ALL RMACEMMOS 8EFORETHE END OF THE GUARANTEE PERIOD (AS PER DIRECTION OF THE ONNM. ANY PLANT MATMAL. WHICH DIES. TURNS BROWN OR DEFOUATE5 (MOP TO TOTAL PLCCPFANCE OF WORKI SMALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WTH MARTIAL Of THE SAME 5?Mf5, QUANT. SIZE AND MEETNG ALL PWT LIST SPECIFICATON5. STANDARDS SET FORTH IN -AMERICAN STANDARD FOR NURSERY STOCC LAU51260.1)REPRL5ENT GUIDELINE SPEMPICATONS ONLY AND5HALL CONSTTRJMMINIMUMS QUALITY RECUIRCMCNIS FORALLNEWPNNTMATEPJPL ALL RBV PLANT MATERIAL. SHAD. BE PLANTED AND MAINTAINED IN ACCORDANCE WITH THE LATEST EDTTION OFTHE AMERICAN NATIONAL STANDARDS INSTITUTE REQUIREMENTS FOKTREE, SHRUB. AND DRIER WOOD! PLANT MAINTENANCE W 61 ABOO PARIS 1 THROUGH Q. ALL TOP501L APPLIED TO THE SITE SHALL BE LOAMY. FRIABLE SOIL, CONTAINING A MINIMUM OF 14 PERCENT BYDRYWEIGM ORGANIC MATTER: FREE FROM SUBSOIL REFUSE. ROOTS. HEAVY OR STIFF CLAY, STONES IARGERTMAN 25 MM V IN), NOXIOUS SEEDS, STCKS. BRUSH. LITER, AND OTHER DHETEPJOUS SUBSTANCES: SUITABLE FOR THE GERMINATION OF 5EED5 AND THE SUPPORT OP VEGETATIVE GROWTH. THE PH VALUE SHAH BE BETWEEN 55 AND G.S. LANDSCAPE EDGING TO BE SEND A BOARD' EDGE 244' S=ONS AND SMALL EE BROWN IN COLOR ALL PIPNTING AREAS SMALL Be TOP DRESSED WITH 2-3- OF BROWN, COLORADO BULL ROCK ON DEWTT PRO 5 LANDSCAPE PABRIC. TOP ROCK SHALL BE EVEN WITH TOP OF CURES OR EDGING. SEE CML PLANS FOR ELEVATIONS. SECURE FABRIC WITH TNS OR STAPLES GF.S'. FINS SMALL BE PLACED AT WO.C. AND JOINTS SHALL OVERLAP BY 12' CITY PLANTING REQUIREMENT5: — PRLtiCGT AREA PoR115 65.300 of/ 1.000. 65.3 N M F- 1.959/ Wa 1.763 1.763 4733 HSHIRUB5 ''SETS 9TRFETFROHTPGEPORR9 "S17RLWHLLORN RD.)+1788 fHWf401�495H/50�9.9N3W °2,970 2.570 5,670 TOrAt ObiTiNGTRffi TO BE PR6ERJFD 19424'+12'+2T+19'+21'+24 7 TREMS 145' OR 4R6LRX 40ot, 3ooF 230Pb STREEiCMERCWODAOR9 {51 I 'RCE PoREVEiK15 LPOP 5IREET PRARPG! 4118 FRDNTPGE W2lLHORN RD/ 25 14.6 IS T¢E9 15 TR05 IS TRQ9 Z/BR PRDHTAC4: MVf4O/25�112�12TRCTS 12 TRCCS 12TNEG5 Au1RFt5 PRCFPrrortme munNlrccRAee MYRLIEMeLsmrD Nei' TEC STRPP150W NG TRQ FLGARQIlfIT BUFP➢L1REP5(B) IGWOR'TREE R[dIIIRID PCR.1P 0GBIP/PSS IS CA ol"KEi IS 15 I NON CANOPrTt18 R8CVIFID POL ISU'f368/15�25 NONCWOPYT� 25 19 LS)-SIREETIP.IE CREOR-10%CRIDTFORPWSeEING PREPAR[D BYA W105GPEARQIITCCT (B) � EUITCRTI.[L RCG1Ph4Nf "tRAMFt1T OF FRONV.GTS A➢J: ANM19 DWVCNAt9 PND STETPJPNGLES HARRISON FRENCH a s — ras, crn 17055. WNI..Blvd,SW.3 BeGmnv8lgA&— 72712 [479273.7780 1479273.9436 awm.116t-a000m F 3Aia sags §8 11 �$`@a W o F O m O Qo .. ISD 6 z ISSUE BLOCK TILE DATE 95% 06/06/14 100% 12/10/14 OTP 12/24/14 1 CCRI 02/03/14 STORE NO.: 2468 DOCUMENT DATE 2/3/2015 CHECKED BY: PJM DRAWN BY: RDE 0 FOR PERMIT LANDSCAPE PLAN SHEET: 05.0 GENERAL IRRIGATION NOTES: / \+ UNE LAYOUT AND EQUIPMENT PLACEMENT ISDIAGRAMMATIC. ADJIST MEAD PND TINE LOGTIONS ON SffETO ACCAMM.DATE EXISTING JOB LONOTI10N5 AND TO ACHIEVE 100%COMPUDE COVERAGE ALLHEPDS, UIN6. VALVES, AND OTHER IRRIGATION EQUIPMENT SMALL Be LOCATED AND ROUTEDTHROUGM LANDSCAPE AREAS WHENEVERPOSSIBLEADSHALL BE LOCATED WITHIN THE BOUNDS OF THE PROPERTY. LOCATIONOF / \ IRRIGATION CONTROLLER 4 WEATMERSTATION SMALL BE COORDINATED WITH THE GENERAL CONTRACTOR ANDJOROMBIL 5EECMLUOUTYPlA5POREXPLTL=T1ONOPWATMMEML SPRAY HEADS SMALL BE ADJUSTED 50 AS TO NOT SPRAY UNDER PRESERVED TREES. F 10 7.00 12 12A \ 1. el � "I,��ll� ill STRIPES 5093 LEFT FFE • ill. 'Ro �0110110011111 —._ 17 4.13 — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — -- \ — — — — — — — — — — --- — — — — — — — — — — — -r — — -\ — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — —! — SCALE 30 0 30 60 1 inch = 90 It. IRRIGATION SCHEDULE SYMBOL MANUFACTURflul L M ® R. &b 1804 VAN 5C— 15 Rma Bmd 1804 HE -VAN Scots IG ® Ram Bud 1804-5AM-PRS VAN 5— 13 Bed 1804 -SAM -PRS HE -VAN Be— I Iva BEd 1806-140D Mood 24 C Ram 5, i 100#-1400 Food 42 SYMBOL MANUFACNIRERMODEUDESCRIPDON QIY Ram Sm,l 35C4 -?C is Turf Rotor. 4.0' Pq Up. AdJult N aM Full Crcle. REE Brod 3504 -PC I Tud Rotor. 4.01 Pop -Up. Mllustable ab Full Cade. SYMBOL MPNUPACTURERMOOE1/OESCRIPIION QTY B 8 Medmn Pon FlowOn iM F: for Commercd App4nbae. 1• Bou l It with 1• PESB Wive and 1' Prcseum RegsUSry 40psi Ova:LLhe kBmtet RRer. Sem to 203M Arca to Receive Drrylme ® . Ram Brod J(P-06.10 (I B) 5.012 s.f. XPS SWaSurface P um Cnmpensahng landsape Onpbm veLopper dd Tedmdogy.0.6GPH enaHemxl0.0'O.G DnpMel» bepare:d Sf—.I ae la.a ayd, wdh em4ten olfiet for hmnguimPrttan w Ressraat. SMBOL MANUFACTURERMODMV95 IPTiON QTY Ram Bud FEB 10 IPUslu:Industnal V.W . Low flow Operahsg Qfp ty. GTobe Co,dgvrahon. Mato — 759 Brae Shut OR Bdl Valve, I/T. 4•. Two Pince Body. Ell Proof i Stem. Chome Plated 5o10 Brat. Ban, Threaded, with PIPE Seat. Same see v mvnlme PPe' 11/2• PlasPM IivWstaal VaWcs. Law Flow Opmxng CapaMNY, Gbbe Conbg, DCY Wags 0O7 Double ChlMlbe l-I/X 1 ma. ILow rota a 7.5 fb. © Ram 0vd ESPBLXME wU, (02) 6PIXMSM4 I LES StaBon Conmen�ai CaRrolkr. MomR d on a Pl»bc Wag Momk Ram Bud R50 -BE, 1 Ram Scoot, EW Ia g b -61St eatadai wnc w f5 Ram Emd F5050.P 1 1/2• flow 5e:urn for vse with Ram Brod M— 51, SCCnt CL and ESP-IXD Range of 1.9 GPM m 18. GPM.FES.�Semao hound beneoed Timor Row' ether thin Pre SEE, Watt Meter 11 1 Im9atss "t""Lne: PVC Des 20050R 2i 3.0091.f. abome am mdated an tliaPf'6n ail others being 3w_ — lr%, M-IZ PVC Schedule 40 079.5 Lf. PVC Sdedub 4O urem PPe. -------= Prye Siex P/C Sex 'e 40 ----_-- 349.0 Lf. TypvalPrye sieeue forimgrion prye. Rpe sbeu<sae shalt allow Tor mvjabon PPn9 ab that reN4E coaPmgs to essay Wde Mrough slrLvmg materul. #tend sleeves IB vudms bey Hedges of paving a' Valve Glloot Valve Number - # # Valve 19— #° Valve 5 - GENERAL IRRIGATION NOTES: CONTRACTOR SMALL LOCATE ALL UNDERGROUND UTILITIES PRIORTO STARTING WORK ONTHE SITE UTILITIES SHOWN ON THIS PIAN ARE A"pou MTED. AND SHOULD Be VEPJFlED ON THE OWL UTILITY PIAN AND IN THE FIELD. CONTRACTOR 15 RESPONSIBLE FOR AL. PERMITS. LICENSES. METERS. TAPS, AND IMPACT APES REQUIRED TO lH5TAlJl5Y5 EM. CONTRACTOR SMALL REFER TO THE LANDSCAPE PLAN FOR MEAD, LINE. AND VALVE PLACEMENT RELATIVE TO THE PROPOSED PIANMNG PIAN. IRRIGATION SYSRM SHAT. PROVIDE 100% MEAD-TO4fEAD COVERAGE CONTRACI0R SMALL ADJUST HEADS AND NO2IlES TO PROVIDE 100% COVERAGE IN THE AREAS INDICATED ON THE PLAN. AVOID CONFUCTS WITH EXISTING AND PROPOSED PLANT MATERIA.. PAVING, STRUCTURES. ANDUDLMUNES. ADJUSTABLE ARC NOZnM SMALL BE SUBSTITUTBD IN PLACE OF FOXED ARO NOZMM AS NECESSARYTO PREVENT OVERSPRAY ONTO PAVEMENT. IRRIGATION MEADS SHALL BE PLACED AND ADJUSTED TO PREVENT SPRAY ONTO BUILDINGS OR WALKWAYS. VEPJPYIN THE FIELD. THE LOCATION OP UNES.HEADS, ORVAIVES WITHIN THE DRIP UNE OF ANY Eb5TINGTRffi. H E)CAVATEOPWMWIDRNTMEDRIPIJNEOPA TRM IRRIGATION CONTRACTOR SHALL COORDINATE INSTALLATION OF THE SYSTEM WITH THE LANDSCAPE CONTRACTORSO THAT AL AWN( MATERW.VILL Be WATERED IN ACCORDANCE WIM THE INTENT OFTHE PIANS. THE LANDSCAPE AACt1NECT OR OWNERS REPRESENTATIVE SMALL APPROVE THE FLAGGED LAYOUT OF THE SYSTEM PRUORTO TRENCHING. ALL MAN UNE PIPING SMALL Be BURIED TO HAVE A MINIMUM COVER OP 18'. ALL LATERA. PIPING DOWNSTREAM OF THE MANUNE SHAT BE BIJRIED TO HAVE A MINIMUM COVER OF 12•. ALL WIRING FROM THE IRRIGATION CONIROLLERTO THE REMOTE CONTROL VALVES SMAC BE UP -14 DIRECT BURK CABLE. ALLWIRT SPLICES SHALBE MADE IN VALVE BOXES QNI.Y. THE IRRIGATION CONIRACTORLS RMFOR51BIE TO COORDINATE THE PLACEMENT Of SLEEVES PRJORTO PAVING. SLEEVE MATEUALSHAL BE 5OIEDWE 40 AND ATA MINiIMUM DEPTH OF IB'. 11,1E IRRIGATION CONTRACTOR 15 REQUIRED TO REPAIR WNM APPROVED IN KIND MATERIALS ANY DAMAGE INCLUDING BUT NOT LIMITED TO: THE BUILDING, STRUCTURES. PAVING, OR PLANTINGS. DA�AAGETO UUIME5 BY THE IRRIGATION CONTRACTOR SMALL BE REPORTED TO THE OWNERS REPRPSEUTATIVE. AND THE REGULATING UTILITY PROVIDER TME IRRIGATION 5Y5IEA SHWL BE DESIGNED TO OPERATE BASED ON AN AVAILABLE WATER PRt55UR8 OF40 P51. IP PRESSURE 15 LE55 TMAN 40 ESI, CON(RPLTORSMALLCONTACTTTIE ENGINEEROF RECORD. IF PRESSURE S GREATER7MAN TOO Psi, A PRESSURE REDUCING VANE EMAL BE INSTALLED FORSAFE OPERATION OPTME "PGATIOH S5TEM. CONTRACTOR SMALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM WHEN R 15 OBVIOUS IN THE FIELD THAT O85TRUCTI0t5, GRADE DIFFERENCES OR 0LZRORANOE5 IN EQUIPMENT USAGE, AREA DIMENSIONS OR STATIC WATER PRESSURE EXISTTHAT MIGHT NOT HAVE BEEN PRESENT OR KNOWN INFORMATION IN THE DESIGN. SU01OB5TRWnONSORDIFFMW4CE55HALBEBROLGMCTOTHEATTEMIONOPTHEONNER5 REPRESENTATIVE IN THE EVE ms, NONECATiON S NOT PERFORMED. TME CONTRACTOR 5MALA55UME FULL RESPONSIBILITY FOR ANY REVISION NECESSARY AT NO ADDITIONAL COSTTO THE OWNER. IRRIGATION CONTRACTOR 15 RE51'MIE1E FOR W AIMG ALL LAWNS DISTURB® OUTSIDE OF OF CONSTRUCTION DISTURBANCE ARE/5. AL IRRIGATION DISTURBANCE OUTSIDE OF CONSTRUCTION DISTURBANCE SMALL HAVE THE TRENCHES BACK19UED YAM TOPSOIL, AS DESCRIBED IN THE GENMR LAROSCAPENOTESANDBEGRADEDWOOTHPERTHEGRADINGPIAN. IRLIGATIONCONTNLTORSMAJLFOUONTHEGENMM LANDSCPI'E NOTES FOR51SEDING OR SODDING FOR REPAIRING REQUIRED LAWN AREAS. HARRISON A RsaS RI ON FRENC ft TES, H 1705 S. Waimn Blvd, Si. 3 B—Z,:, Ad— 72712 T479273.7780 14792739436 waw3fi-x.com IN a 5`6S '3 � ry�g�sagsa ISSUE BLOCK TITLE DATE 95% 06/06/14 1009 12/10/14 O7P 12/24/14 1 CCR1 02/03/14 STORE NO.: 2468 DOCUMENT DATE 2/3/2015 CHECKED BY: PJM DRAWN BY: ROE iti4;�' O EDWyFg9�) iW;C 9m•�FP°A 7�ItP/,•.,2843 FOR PERMIT IRRIGATION PLAN SHEET: C6.0