Loading...
HomeMy WebLinkAboutDrawingsPEOE'NONE LOT 3 LOT 3 LOT 3 LANDSCAPE ISLAND ANALYSIS: CONCEPT 3 ,SIAL ; PARKING ANALYSIS (7.2.2): HANDICAP PARKING p.HAISLAND PROPOSED SF END ISLAND SF CONCEPT 3 SF INTERIOR ISLAND SF YLSIS (TAS): CONCEPT 3 PARKING ANALYSIS (7.9.B.6): - N/A REQUIRED: REQUIRED: REQUIRED /(PRO -RATED) : A 906 180 726 �j W 25,000 5F @ 1 SPACE/250 SF ....... 100DICAP SPACES (101-150) .... 5 TOTAL IRKING SPACES = 128 B 237 N/A N/A 237 FM 2818 SITE VA LOCATION t EX. 10" WATERLINE PROPOSED: ...1, 920 C 376 180 N/A 196 � � VAN ACCESSIBLE (1 PER 6)..... 1 128 @ ,15 SF PER PARKING SPACE ... I � N 2 , REGULAR SPACES .................. 1204,( _ v/ / PROPOSED:' t, D 1969 360 1609 N/A ---. _PROPOSED: o 1 - 8" X 6" TAPPING- r4 t H/C SPACES .........................8 " 8 SEE CHART �v�1) � \ E 674 N/A N/A 674 'V HANDICAP SPACES•• •• 35 3�' w/ SLEEVE & VALVE , .................. . n TOTAL SPACES. .128 -� 2 `� F 677 360 N/A 317 �i. EASTE 0 1 6 ISOLATION lam, eJE ° VAN ACCESSIBLE. • r / VALVE (SEE NOTE 5) LAMP P ^�• INTERIOR ISLAND PARKING ANALYSIS (7.2.E) : TREE WELL ANALYSIS (7.9.E.3) : G 468 180 288 N/A IR O s _ ON °�- , REQUIRED: 296 y` V_•_°' 1� COlVC f REQUIRED: Q H 476 180 N/A TOTAL INTERIOR PARKING = 104 350 LF BUILDING WALL FACING FRONTAGE I 1512 N/A N/A N/A '- _ ~- r'- EX.RANT SF PER 15 INTERIOR SPACES.. -,1260 350 LF @ 15 ° .................... . ��++ .,,` , 104 @ 180 WELL PER 6 LF OF 1� J 292 180 , N/A 1 ----_ (f •-�-.. _>_...-_ /t%°� ~-=. TREE ° - 3 5 _ 112 ��. IJ ', _ - �' x•-�:y;,t - .%'r-- f� 4 - EX: 4' HOLE PROPOSED: 809 1 ° . 0' 30' 60' u --- -�s _ K E3578) N/A N/A N/A -- • N`n N - • n ED: 1 - 1068 N/A EGIN NEW --___`` �� cu�-ae-G -- - � - ; � � - `-•\� � PROPos � VICINITY MAP 3s.es 4 _ - �� °---u N KEN-" \ TOT TREE WELLS 0 V L 12.48 180 r _ _ +-`#' "--4�' ��' IX: 4 MANHOIE� N/A T.6 _ I _ if 33E�98 1 STRUCTURAI�Bf�CKFILL - ♦ _ to w j - r -UNDER PAVED AREA; * 1 P. ♦ - _ ( _ .-_- ,\ 1 �T e ",`y IX ATERUNE �� 6 1 PARKING LOT ANALYSIS NOTES -��° (I , - n �. �` ♦♦`;` - - s 1 \` u .• 46�` -LOT 2R & 3R COMBINE TO HAVE GREATER THAN ONE HUNDRED � STORM! NLET __-- "j 1 2 a _- / .- _ " \„ ``\ SEER STORM �♦. � �-=�-=r_.._, � i_�---- 3�r-- � t � �•- "� SEWER CONDUIT O 390 18 0 N / A • 210 � (I I 11*v_7- '3\1343 1163 N/A NTRY (120) PARKING SPACES p 180 TAE a° �2 TAP 337. i I906 l i s A0 q ° EX FT STATIOIT r ,,- I y �, \ _2 s,\4\ �w\10' MIN. \�`'� » E Q 363 N/A YN/A 363 1 E 33 s - `yam i � �_ - - - _ - �" F T 2R 4,11115 SF PARKINGf j �l6� £ TIRE n� ,4 _ a \" `� SETBACK T Ze VALVE A N A 357 -CONCEPT 3 WAS PRORATED ON LO/ l / i ( Q g REMOTE .'' $` y Cq yp OMESTIC METER & R 3 5 7 N/ / t0 .i �llj�V12'357 8 #_--- DEPARTMENT ti �I/' @, F A N Al � 1989 ,� I� ' ' q • � � ` � "``°•- �F IR LGA ON METER &VALVE ' CONNECTION [q S ` % u-� r ` �`` /Q/( S 3 5 7 N / / SPACE . THIS SYSTEM CONTINUES WITH LO 3R II #' _ tJ - " Lt/ 6 SCH 40 n 357 " T ` 8 9 9 18 0 719 --- �} / / -- AWWA C-900 CLASS 200 I , , �. , 1/ r •• „ • N g y: , o - fi 6; / ♦ ( I • • SANITARY SEWER SERVICE / nom= `2• ` - `' u,�\ -\1y , (` C�-Q fd . - '15 SF / SPACE - 1800 SF/ 120 SPACE - y OR '14 PVC, PRNATE FIRE LINE 'f, t • "09 G 1, 1 ; 4ea 2 t2 ! •.•• 1% MIN SLOPE .• : _>' _` �u\V� \ EX. HYDRANT TOOT ROW PROPOSED 13,416 2,520 5 599. 28� BOUNDARY ' ' W DI BENDS AS REQUIRED ; , .� •{ T 2' PUE VOL. 1 1 10 FT SIDEWALK'S ���., 357-__ ��PROPERTY/ a� Q �' � � �� '1__ � �� -���, � 4UNE �'C'15) 8 RED FlRE LANE STRIPPING,i_g,, :=N _ t \�_,� 75P6252 OP \ A CT ' _ -�� � WITH REPEATING 4 WHITE LETTERS a 1 13 1 2 2 �z : EE MEP FOR 1 O -1 i 1 • s. 3 "T u'\ \ q/ l ST F "TOW AWAY" ZONE',PARKING", O ���E 3 CONTINUATION _ - - - - --_-- I 2 28 • =r _ `6- ' FFr' z�� NT �l7i//!/- /Vd x� PROPOSED -TREE -WELL -LOCATED---- - i - v �/� F ON INDICATED CURBS p l 14 1 3 WITHIN LANDSCAPE ISLAND, TYP-10 3 4 �� ` sT F qT h'J 2 j" 4 1 � " ° 25 20 20 24 J - - ® 3" SCH 40 W -a I I I 4 ®3 I '1' `� 6 ® DOMESTIC WATER SERVICE - Nl U ( 1 G I-' ¢ -I 116 (� ARKING LOT 1= TEXTURED C014CRETE 4S a 8 88 1 �s '�-�_�) G I 6 6 LIGHTING ISLAND PAVEMENT, SEE DETAIL � 3 .• � �� , `.. w �y �, J 20 PUE �f � �a � /5 N 7 9 ® 4 ' 12 1 r / �• • . STORM INLET \ _ \ \ . /fi `\ $ 1� 7 0 3578'> 1$ , a ♦ \ �. ` ` `, u `"�\ -- -r 341 6 8. ! I I 1248 L '"' _ - \ ` _ • ` - EX332.30 E BENCHtiIAR 0 3 _ -------- CURB STOP, TYP. � � � ---677 F , Tet `B 1 - , �. '� � i -\`v -. _ , • • -- . v `�. , /.: i 341 % - --- ----- -- t 341._ 3411$r I ` I / � - y . \� a arm. I `"_-.- / •/ � . v '' \ I•Z --- -- J X110 FT SIDEWALK I zos:: _ _ ... • °� ;t� / / ul' 1 ,1 291 f _ •:•` ``'�` ` • ... - BB ICDIN"NE 1 I I Iw10 1 PATHWAY 9 9 - ---------- -- SEE MEP 8' RED FIRE LANE STRIPPING �, ! • . ` x00, ! j A ? 1 , •• ` ♦ \ 4. CJ 332' -'1 $ 4' SQUARE WHITE - FOR CONTINUATION WITH REPEATING 4" WHITE LETTERS �' • • `% 1 ¢ 8 IKE PARKING ! ' ,� 1 , • • • / A Z 11 10 10 I HANDICAP SYMBOL ON (I • • • Q I 1 % , X 12' Tl'P. -FIRE LANE', -NO PARKING", � ; I ` . • `�-� 1'J 9 BLUE BACKGROUND, TYP.-4 ,� W INDICATED CURBS • ' \ ~ � � �\ -TOW AWAY ZONE-, W. l� � i ( ,� � •-. -- � '- � • 3: 300' LAY10 I OI , G� `, `` • • : .- 113 12 12 OF HOSE TRUNCATED DOMES TO EXTEND J 1 '� 1 ( �� \\ • • ,, FULL WIDTH AND LENGTH OF i� I I -' • • �\ • �'' j 1 ¢I PROPOSED 3R OFFICE BUILDING I 1 ` • �.I 14 ' 13 13 c�o.,l LOT / ZONED C2 HCAP RAMPS, TYP.-2 6 IR ° a 1� • ` .!� ` ` _ - 4.740 ACRES ._. __. ° i 1,' ` •s \� • `� ��. y-- 1 to 1 % (� 12 FINISHED FLOOR = 340.09 • V� �• • - _ (I 1 a 15 HANDICAP SIGN WITH VAN �/ �) \ " 1 1 I /f - • • w • • 14 14 10,HEIGHT = 21'-6"13 CONCRETE TOTAL SF = 25,000 SF ACCESSIBLE PLAQUE, TYP ( �. \ �� " t j �\` ��: \ • • H. r 15 15 ! PARKING LOT " I� 1\\ • .• i { PROPERTY UNE ED FIRE LANE STRIPING WITH ' .; IN ND \ .._- • ` '_ • • nl \ ) I it f' 4� \� 8 R " » n 1 0 WSE'--333-5D • •\ `� . • `• • "_�,. �' - - 1 16 16 V�l_ W ITE LETTERS FIRE LANE 1- - REPEATING 4 H 0 Of -BFR ' 3 _ 00=_._. -,. , r -wm-_ - 1 _ r -- _ .:.. 8 18 `.� _--- _ - -_- _ ,_ E NO -PARKING;` "i01N-AWAY -ZONE iYP. 1 ; 3��� -\ �. • i7 17 I GROUND MOONT TRANSFORMER \_ 7.5 BUILDING LINE I 1,0' ON INDICATED CURBS / I I \ �_ \ \ \ \. , • J O TION " ••• 1 16 I AV/GATO \ 18 18 SEE MEP FOR » PROPOSED 24' HDPE STORM �� .' N CL � �� . �, ' < �• •- 17 4N4 UNDERGROUND DRAIN SLOPE ®0.% 1 ; ( �i9. a /meq •r•'� CONTINUATION ELECTRICAL CONDUITS TEMPORARY CURB 1 N VOL _ ��``�� � 5 . • • Z 2� V y M N o �.� REMOVE TEMP 19 1 i 11 �. a / j1i � `1 1 - - M ---- -- - - _- sa _ _ ---- \`.,� ,p`�� ',�♦ �./ - CURB 1' 111 _ -- -- ','�� ,� 1 0'-P s3so F` 3a o ♦♦ j 21 j 20 n , i -- 6 - - /' 1 I N , -- - - -- - -- -- » �, I 0 -- 75 -PG- 282- - \ 7.15 BUIL �,,,,, _ �� , �;, 1 4 WHITE 1�,' I� r' N \ 3 o I z 3 4 s 7 a e �o n 1z �3 STRIPE, TYP. a7 �� / I N M - agAD a E fi �. 478 �, I i 1$ i 1 332 �7Q, ii : ._._.... � 37 877 � ' �� � ' V: � •', / � 1 I •�\ _ 33 . Ss I v i __ � ♦ I ' �/ i ,•A`_. -__✓l /. _. _ j ' __..�'U,W-1fdVUNE- 338.45 \� I� 15 BUILAING UNE ♦ I 1 ----- / 6UMPSTER AREA%, SEE DETAIL ° 20 PUE L -- - - ------ ------------- _ I7675 P6 OPRBC--------------------------------------------------------------- - ---- --- - - - \ _ _--------- >- - - �- 6 u�-a-s a y-. 75' BUj1.DING UNE "'� .------------------ - i--- --- ---- ----- - _ -_�_�-� _-- -_ - v --- ---------- - 0 0 OF I------ -- Q ������ - - - - - - - - - - - - - - - - - -� - - - -- -�,s����r�����.r � •,� f, .__--._-_--_.---_--___.-_-.__. _--. _-__....-. _ u._____-__._._ - _-____ ____.__.-___--_- __.__ .-- ________._--_____-__ _-___._____._ _ ___ . ____.___ ____-____.._ ..__.___- .-._- ____-._-__-.--___� _ 2Y-_= CP----W'-P-CP-60-GP-C?-P°-A-of-QP-W-CA-CP-dP-CI'-:P-OA-Ci tlP-CA Ct G4--Cv-UA-M-OA-CP-OP-CY-CP-W CA -CA -OA -CP -04 -CA -QAC -6P -SOP -QUA --OP OP tlP (M--- �.•._____- _ __ Ff`4 m o aRor�IzrY UNE / PHASE UNE; PREVIOUSLY - - -- - --. � dM1 � �� ��- � 1 l `` � f ��(` �` E = ' �� ' 18.481 ACRES B 1 rZY BEGIN NEW REFER TO ABOVE CHART \-POWER POLE CITY OF COLLEGE STATION LANDSCAPED PER CITY ORDINANCE CNK FENCEsa 1,5� PROPERTI'NE`� 1 CURB & GUTTER FOR ISLAND ANALYSIS POWER POLE CIJRB & GUTTER, TYP. �� __NID 20 FT PUBLIC UTILITY ZONED AO - AGRICULTURE OPEN 2 GUY ANCHORS �-----_.-___-.-_..-v--�� �� ,, `` �. °- �✓ � ���' `� ,' s EASEMENT �/ R PROPERTY OWNER/DEVELOPER N IX. STORM INLET HOLE CONCRETE PAVEMENT AREA SAN/TAR l �° X T A 1� , CLL VP PHASE III, LP ` ° IN FRONT OF TRASH AREA p ��jl d �r N RlM = 336.95 RIM = 334.99 (� - <Q vf ���� FL 6 " NE = 325.65 FL 6 " NW = 326.83 1 % o �/�0 R BY: SOUTHCORP LLC, GENERAL PARTNER POWER POLE FL 6" SE = 325.75 FL 6 SW = 326,90 OVERHEAD POh/ER �� I -;iv nnir J,)LvI* I I I p� 12' oil ,.�`� Z scf- ,�� r 9 A'm C/O SOUTHCORP REALTY ADVISORS, INC bW1' ��� ��ZONER 3401 ALLEN PARKWAY, SUITE 200 zJ�' PROJECT SPECIFIC NOTES:°" R ffi' w 8" CMU BLOCK WALL �� . ®�� 30.0 ( ) HOUSTON TEXAS 77019 I i �\-4 �' 1. CITY OF COLLEGE STATION, JOSEPH E. SCOTT LEAGUE, A-50 10. NOTE REMOVED 6' TALL» I ��b� M BRAZOS COUNTY, TEXAS. 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE 4 DIAM BOLLARD, TYP. a R �.�> 54.0 (TYP)' VALLEY PARK CENTER PHASE 3 2. BUILDING SITE FOR VALLEY PARK CENTER PHASE 3 IS ZONED STANDARDS 01 SECTION 7.10 OF THE LIDO. THE LIGHT`' I 36.0 (MIN) ` e I `„ b01R - 4 -655 AC -RES 4 Q ` d C-2 FOR COMMERCIAL INDUSTRIAL. SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING �� �G ��" �. ^�� ; SLOT --2R --2 2.4.0 --ACRES • n•` 6 n ���„ LOT 3R: 4.740 ACRES AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT gz� 1,� k• W 3. ALL PROPOSED SIGNS WILL BE REVIEWED AND PERMITTED /, TOTAL DEVELOPMENT- 11:-63 S` . a SEPARATELY. THIS SITE IS PART OF THE VALLEY PARK HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A / 8�a,T a` ^ /r > MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT BUILDING PLOT. / /` 48 TYPICAL BIKE „ , ! CURB AND GUTTER' r a t I ( .. TUBING 1 oil CROSS ANY PROPERTY LINE. - � � �• _ � � F. �' � _ N SHALL T PLAN S A SINGLE BUJ.L LNG PLOT AND „ C� 1 Y VALLEY -PARK :CENTER I � ,... _ , .� _ . � � � 12. FIRE FLOW FOR 25,000SF, TYPE IIB - 3,250 GPM. BUILDING' / s (�� - W COMPL-Y WIT-H--STAND-ARDS-FOUND IN SECTION_,V9 OF THE UDO D TO BE SPRINKLED THEREFORE REQUIRED 4 BARS ®18° OCEW � 'j I �� > _ IS REQUIREZ, V) REGARDING BUILDING PLOTS OVER 50,000 SQUARE FEET. FIREFLOW WITH 50% REDUCTION = 1625 GPM FROM TWO i12 CLEAR SPACE FROM INSID d 3 5. FLOOD HAZARD STATEMENT: ACCORDING TO THE FLOOD HYDRANTS (1� EXISTING & 1�PROPOSED). FACE OF BOLLARD TO INSIDE `l� ��R�ir INSURANCE RATE MAP COMPILED BY THE FEDERAL EMERGENCY FACE OF BOLLARD, EACH WAY 6" CENTERLINE BOLLARD ,�� t J 0 N E S & C A R T E R, I N C. " PRIME &PAINT RACK �� ENGINEERS•PLANNERS•SURVEYORS MANAGEMENT AGENCY FOR THE NATIONAL FLOOD INSURANCE 13. ALL WORK SHALL COMPLY WITH THE CITY OF COLLEGE i' TO FACE OF WALL 3" BLACK BLACK IN COLOR Texas Board of Professional Engineers Registration No. F-439 N0. 4804100143 C BRAZOS STATION STANDARDS i PROGRAM, COMMUNITY PANEL / 4 17166riarcrestDrive,Ste. lso,Bryan, Texas 778o2 (979)7318000 TEXAS DATED JULY 2 1992 IT APPEARS THAT THIS 14. SURVEY PROVIDED BY JONES & CARTER INC. i `° a COUNTY, v y PROPERTY DOES NOT FALL WITHIN THE 100 YEAR FLOOD DUMPSTERAREA �° • J 15. FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON #4 BAR CONTINUOUS �'. ' SCALE: AS NOTED DGN. BY: a HAZARD BOUNDARY..° "' THE ISOLATION VALVE, THE LOCKABLE LID SHALL, ATA SCALE: 1"-10' IXCEPT THROUGH ...... .............. ••- ��' PLANTING MIX AS SPECIFIED 0 6. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT MINIMUM SUPPLY PROTECTION AS THE AMP OR USA, LL562 EXPANSION JOINTS " BY LANDSCAPE ARCHITECT 1.9"� STEEL TUBING DATE: AS NOTED OWN. BY: > SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO LOCKING LID. ALTERNATE LOCKABLE LIDS SHALL BE 11 -- U BE VISIBLE FROM ANY PUBLIC RIGHT OF WAY OR RESIDENTIAL APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR HIS 9" PERIMETER BAND M JOB NO. 000 DWG. NO. " DISTRICT WITHIN 150' OF THE SUBJECT LOT MEASURED FROM DESIGNEE. SI BGRADE SLOPE FINISHED GRADE PER -_ NOTES: LANDSCAPING PLAN. SUBMITTED: -- SURV. BY: A POINT FIVE FEET ABOVE GRADE, SCREENING SHALL BE 16. THE DUMPSTER CMU WALL MUST BE PAINTED WITH A HIGH _ I, HEAVY BROOM FINISH MIN. SLOPE 0 2% o COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE BUILD PAINT TO RESEMBLE PLASTER, `- K '� ��a i v TO MAINTAIN A UNIFIED APPEARANCE. 2, 3/8 WIDE SAW CUT JOINTS NOTES: 711 �� ��-�� �_1 - , -1-�� Tr Z MOUNT TO CONCRETE THIS DOCUMENT IS RELEASED i, 17. TRANSFORMER TO BE SCREENED USING EVERGREEN SHRUBS 3. 2.1'X2.1'SQUAREPATTERN �� S-1 �� �' _�� a 7. AN IRRIGATION PLAN WILL BE APPROVED PRIOR TO C.O. IT PLANTED ON THREE SIDES AS NOTED ON LANDSCAPE PLAN 1. EXPANSION JOINTS: 6o'iYIAXSPACINGANDATALL - - `�: T -1T1 X11- SURFACE W 4 GALVANIZED 6'X3 STEEL PLATE FOR THE PURPOSE OF: >=u �� � �-�l �-� T i T �= n� a;;-;:: ; � ;�,� - 1= �-I I �- �T J -BOLTS WELDED TO RACK Of WILL INCLUDE A PRESSURE VACUUM BREAKER OR RPZ RADIUS POINTS, PTS, AND PCS lll- u,t,. ;ads::. REVIEW SHEET. 2. CONTRACTION JOINTS, 10' MAX SPACING I j II -1 -1T BACKFLOW PREVENTER INSTALLED AND TESTED PER CITY L`M1 ni-i-iTt.i-in=, 5 _ii-i�nui.' ��-- i- i �L 01/25/201 0 18. ELECTRICAL CONDUIT TO PROPOSED TRANSFORMER IS TO BE 3. THESE ARE THE CITYI✓�[I41UM�N5. REFER TO �; _} -_ 16. O ORDINANCE 2394. GEOTECHNICAL REPORT FO ROJECT ��1!-L L ��� -" 1-11-11-11-' ��-1-0 -�� �� " INSTALLED PER COLLEGE STATION UTILITIES, CSU II=�titl--111=1�t- >T I�T =-- - �1 ITr �- - UNDER THE AUTHORITY 25 8. 100 COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, � (CSU) RECOMMENDATIONS �ii�ii=in-I�n_u-iii-ii ui�-li-lii--11 i i_T li-T-ii�l i EXISTING SUBGRADE STEVE E.DUNCAN,PIE. 83252. TL 111L��11.11.111--1111 Ltl=JlllFtlrlLiL11>l V) SPECIFICATIONS AND DESIGN. CONTACT: SAM WEIDO (979) DECORATIVE ROCK, OR PERENNIAL GRASS IS REQUIRED IN rn ' ITIS NOT TO BE USED FOR SHEET N0. PARKING LOT ISLANDS, SWALES, AND DRAINAGE AREAS, THE 764-6314 0o CURB TREE WELL WITHIN LANDSCAPE ISLAND CITY STANDARD BIKE RACK DETAIL CONSTRUCTIONS BIDDING, OR C � • O PARKING LOT SETBACK, RIGHTS OF WAYS, AND ADJACENT 19. CONTRACTOR TO REFER TO CSU ELECTRICAL LAYOUT FOR o PROPERTY DISTURBED DURING CONSTRUCTION. CONDUIT AND TRANSFORMER PAD REQUIREMENTS. TEXTURED CONCRETE PAVEMENT N.T.S. N.T.S. N.T.S. PERMITTING PURPOSES. i N.T.S. 9. NOTE REMOVED. Iii pESH0ATL I ' M t CONSTRISCTIOt EXIT CONSTRUCTION EXIT SILT CONTROL SILT CONTROL PER PER B/CSD AIL SWPP1-02 PAATIEE B/CS SWPP1-02 / \ - / FIRE SAN/T,4r?Y MANHOLE F/m = 332 23 F 6 " F' OC SE _ 322-52 F 6 " F VC NW = 322.38 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRAS2 COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF 9" PERIMETER BAND j h!!9::: -9 NOTES: FM 2818 SITE IOCAI 1. HEAVY BROOM FINISH 2. 3/8" WIDE SAW CUT JOINTS _ CAUTION TELEPHO E.r0EDESTAIo HYDRANT POWER LAST DISTURBANCE. 3. 2. PX 2. P SQUARE PATTERN i -` ' 4. 1 /POLE / APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY EASTE O CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE s a VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS (0 IR r SANITARY MANHOLE 07• COMPLETE AND THEN REMOVED BY CONTRACTOR. R/M = .332.34 y= 3&' l � • ._,� = _ " - L - / \ FL 6" PVC S = J23 J4 ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF � _ / SILT AFTER EVERY RAIN. n " _ .. - - u = __ ,_� " "� '�'•""'�*�(/,•/��(j�� " > EX./HYDRANT / FL 6 " P VC SW = 323.25 ._ _.'-��.__i-.. ` -. _ _ � _� Si �-'^_-�_. '�•-_"'_..._.,�, 4 _�_. " `' I""_ ,} / � 1, -' n ¢--' --__ -~-�-.' '--"`•.,""'`�_ --� ., '� FL 6 PVC NW = 323.77 E11N NEW TEXTURED CONCRETE PAVEMENT 0 30, 60' �3s: sl CUT-&-GUT-TEft__ - - _-~ -��u� _ " . Fl� : ^-� �- N.T.S. VICINITY MAP ___ PROVIDE PEA GRAVEL BAGS �'-----_ ' 335.55FL \ C--` - §-- " �Ir ( _ - � � � " \" `� AT PROPOSED AND (STING SCALE: N.T.S INLETS FOR EROSIO CONTROL \ 37 \' " I I EX. STORM NLEf-"-t, _ST _it `�� _ _ \ "\ " \ \ O \ _•• _• 1 1 �, fi-=i � -�-_ `- ._ � T 337•. a 1331.8 FT ,S'T,gT I EX UFT STA110Ntr t`\4\.".� �•,����\ �„� EX: 4' MANHOLE rt�p I ( 662,290 336.49FLCq ayo \ \ \ 337.27 �l � \ _\ \ `�\4 \.,_"L ,�\,_ B�E�q�, \\ \ \ \\ \ \ q EX. HYDRANT 6" PRIVATE FIRE E i i I I m j i y EX: 4 MANHOLE]---,,,, (F\ \ \\ O \ TxDOT ROW ") ROPOSED 20' / \ n - °� BOUNDARY PROPERTY \ ROW FFM2gJg n) 1 9.89TP / 10 FT SIDEWALK /�E UNE \ W I 1 I 1 337.57FL - � / �37. �" „ N '33< ASS \ �3 r--�- r--, r--� - 333 34 _ "`F ` 28 X33 \ \ \ 2 \ \ I REMOVE TEMP / TP i ��CT�i' 2 \ \ O " CURB / \ i $.30TP� ���, "\ " FILTER FABRIC FENCE \ \ pQG gNFDU 338.30TP �9 " �'`\ pF�/ ��-/ S 3 97 \\ J 3 �C No Lu � �bb3 T 3 P ~ -,i ® 33 30TP ® t\ "• CVI � 1 � ' .47 3 KING LOTS O F /{ TEXTURED CONCRETE -'I I / �UGHTIN(SIAN 3 _PP�VEMENT, SEE DETAIL 339.2 33 N� "I / ® ) �, 39.1 TP--.�� .... \\ _.�� " � � :� ST 11 r_1 3 20' PUE 1Its,- " - ... /_ - b \ ( 338.79VOL 7675 PG 282 13411 e �/ / / �/ ' \ _ �\ / OPRBC / \ 341. 1 a ��, ' 339.6yTP�� \ /1 �\ _ �A�.26TP-_% �` "7" 341.3 �..3411Q C_ 9.47 1 / `33� - �fr 3 / r "y\�°` r XEX 132.30TBM M / �� ®� a BENCHMARK1f�/OTE 3 N _ •.LIn_......_.__. �n 9.97 I •I (o _ �� \ J 39.8TP 10 FT SIDEWALK 39.89TP ,89T 39,89TP / 3 x,00 `r��� i i �: j87, z 5' PEDES '/ r---, / r 1 - _ 208 `,` �� I/��" > ,` PATHWAY337 - - " 5' B IULGING LNE r, / _ F ���I 15C 332.0 Z hj 1 to 339.20 X -�� ------ x 3 PROPOSED OFFICE BUILDING V' { I I w LOT 3R / ZONED C2 \ j \ I I I �i•I I I W \ \ J I ( '; 4.740 ACRES FISHED FLOOR = 340 2S' ���o�Z'V�I � ` ���� •� /` \ \ \ 09 HEIGHT = 21'-6" / \ \ I ( i/4,'�' I st 1 J I \ \ TOTAL SF = 25,000 SF PROPERTY UNE It _ I Imo:_ I I p n. (:- 1 - - _ _ _ I G D t II1ON _ D, -- _ - -- , G, 7.5 BUILDING UNE - 1 ._. 1 \ _ __ __ - _ - , , \ 1 / GROUND MOUNT TRANSFORMER \ - r �-- ~ " -I' 334 i I -- T P-YOF�R M'-33�Oo O \v \ \ \� \ \ \ \ - 1 ( CONCRETE PARKING LOT / / j I A V/GA TION AND k \ " �t ( ----� 3 .9 I I ¢' w19E URB CUT15EMENT:-•� REMOVE TEMP I 38.37TP j� ^ (D TEMPORARY CURB"' VOL- 3 X19. a \,•\ , �\\ CURB i I _ M M \�� , 50 �a\� \\ w - -- -- -- - � \ 3 .97 i P40775 BUIL,�:3399.97 a' PU6G-- --- \ • - ---� _ _._�. \s 3\s �- �asto Bc \\ N 334 s 33 .55t l \ d \ 338.4 \\\ 1 .9 I I n 337 I ♦ --- 'I "I1 -'-,_ , �•--'/'------.--_.____ -- -.: '' -.- ---- ---\----- 15 BUIWIN 9 LINE / 5 4 537 5' BUILDING UNE`�^ -�. (a32s ------------------------------------------------ 1CURB & GUTTER o. Q -------- \\yv�•\'`', \ ----------- ------------------------- - ------------ =-------------------------------------------------- 33b33597TPX --------- -------------------- --------- 335 CL 337,71 0) _-_➢P-4C. 0?_..�-GP--pP-6P�W-Oe.-UP•PP..-_f- o-P-ae-eP-oe-�- pe - OP GP-OP-pI tlP-OP M 04-YP-pP-W-pP-.P-M-OP-UP-OP-W-W--OP--Oe-W-UP-p4-UP-QP-tlP tW Oe-qP--OP __.aaa-__ __ _- / ___ �-f -/f/ ,, �.•' ----- ----- �-' �a��c•sa�mv-��v.rmanm PftW'ERIY UNE ,,, �,,,,,I __._ __•--'/ N /// BEGIN NEW '\ 18.481 ACRES o CURB &GUTTER �� POWER POLE CITY OF COLLEGE STATION N 4529 99 " W X720. N CONCRETE PAVEMENT AREA PROPERTY UNE PROPERTY OWNER/DEVELOPER --IN--FRONT OF TRASH AREA 20 FT PUBLIC UTILITY ZONED AO -AGRICULTURE OPEN POWER POLE 11 0 \ L EX; STORM INLET am c rAA 'rA EASEMENT 2 GUY ANCHORS REVIEWED FOR CLLVP PHASE III, LP EROSION CONTROL NOTES COMPLIAPICE BY: SOUTHCORP, LLC, GENERAL PARTNER 3 PROJECT SPECIFIC NOTES: 10. WHEN HYDRO -MULCH IS REQUIRED, CONTRACTORS SHALL KEEP MULCH MOIST AFTER INSTALLATION 1. EROSION CONTROL MEASURES AS SHOWN SHALL BE CONSIDERED THE VERY MINIMAL REQUIRED. IT AND UNTIL AREA SHOWS GROWTH. FEBQ 201 '� C/O SOUTHCORP REALTY ADVISORS, INC a 1. BASED ON GEOGRAPHICAL PLOTTING, NO PORTION OF THIS TRACT LIES WITHIN A "100 YEAR FLOOD HAZARD AREA" AS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT ALL OTHER EROSION CONTROL 3401 ALLEN PARKWAY, SUITE 200 ii DEMERGENCY ESIGNATED ON THE NATIONAL FLOOD INSURANCE PROGRAM - FLOOD INSURANCE RATE MAP ISSUED BY THE FEDERAL MEASURES (DIVISION BERMS, DRAINAGE STRUCTURES, SWALES, ADDITIONAL FENCING, ETC.) NECESSARY 11. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION DATED JUNE 18, MANAGEMENT AGENCY UNDER COMMUNITY PANEL NUMBER 480287 0265E FOR HARRIS COUNTY, TEXAS TO KEEP THE EXISTING IMPROVEMENTS AND DEVELOPMENTS FROM DAMAGE OF ANY KIND, DURING ALL WORK. LLQ '� TION HOUSTON, TEXAS 77019 ,�a p� (713) 960-1880 a PHASES OF DEMOLITION AND CONSTRUCTION. �i�B���®�� 2. ALL ELEVATIONS ARE TOP -OF -CURB (TC) OR TOP -OF -WALK, UNLESS OTHERWISE NOTED. TP =TDP -OF -PAVEMENT, FL 12. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO INSURE THAT SURFACE DRAINAGE IS NOT IMPEDED Yitl A� I, � =FLOW LINE, TG =TOP OF GRATE, NG =NATURAL GROUND, TW =TOP OF WALL 3. THE CONTRACTOR SHALL COMPLETE ALL EXCAVATION ACTIVITIES TO THE LINES AND GRADES SHOWN BY THIS PLAN. 2. THE SITE OPERATOR, OR HIS REPRESENTATIVE ESTABLISHED BY A LETTER OF DELEGATION, BY CONSTRUCTION WORK. t L AREA SHALL BE ACCOMPLISHED. THE FINISHED SURFACE SHALL BE REASONABLY SHALL MAKE A VISUAL INSPECTION OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A UNIFORM SMOOTH GRADING OF AL Y DAILY BASIS; ESPECIALLY AFTER A RAINFALL TO INSURE THAT ALL CONTROLS ARE MAINTAINED AND 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF SMOOTH AND FREE FROM IRREGULAR SURFACE CHANGES. a PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS SHALL BE REPAIRED PRIOR TO THE END OF THE CONSTRUCTION ACTIVITIES DURING THE CONTRACT PERIOD. THIS SHALL INCLUDE ANY EROSION CONTROL REINFORCED CONCRETE, VALLEY PARK CENTER PHASE 3 0 4. THE TOTAL AREA OF THE SITE SHALL HAVE EXISTING VEGETATION AND TOPSOIL REMOVED AND STORED ON-SITE FOR WORK DAY, INCLUDING RE -SEEDING AND MULCHING OR RE -SODDING, IF NECESSARY. MEASURES AND REGRADING NECESSARY TO ACHIEVE THE LINES AND GRADES SET FORTH BY THESE 3000 P51 ® 26 DAYS, LOT 1R: 4.655 ACRES Lti LATER USE IN PROVIDING FINAL COVER. PLANS. #4 DOWEL DEPTH VARIES PER PLAN5 LOT2R: 2.240 ACRES a 5. ALL HANDICAP PARKING AREAS SHALL HAVE A 2% (1:50) MAX. SLOPE IN ALL DIRECTIONS. ACCESSIBLE ROUTES SHALL 3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA 0 16" 6" LOT 3R: 4.740 ACRES > HAVE A 5% (1:20) MAXIMUM RUNNING SLOPE AND A 2% (1:50) MAXIMUM CROSS SLOPE. CURB RAMPS SHALL HAVE HAS BEEN DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN THE SEDIMENT LEVEL 14. SIGNING, BARRICADING AND LIGHTING FOR CONSTRUCTION WITHIN ROAD RIGHT-OFWAY SHALL BE IN -TOTAL DEVELOPMENT: 11.635 ACRES f 8.3% (1:12) MAXIMUM RUNNING SLOPE AND A 2% (1:50) MAXIMUM CROSS SLOPE AND BE SCORED AND DYED, RAMPS REACHES 25% CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR HAULING AWAY ACCORDANCE WITH THE LATEST EDITION OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SLOPE PER PLANS i SHALL HAVE LEVEL (2% MAX) LANDINGS AT THE TOP AND THE BOTTOM OF THE RAMP A MINIMUM OF 60' IN LENGTH IF NOT SUITABLE FOR FILL. AND OTHER APPLICABLE STATE OR LOCAL STANDARDS. SIGNS, BARRICADES AND LIGHTS SHALL BE KEPT GRADING n w AND AS WIDE AS THE WIDTH OF THE RAMP. CLEAN, OPERATIONAL AND PROPERLY POSITIONED TO ASSURE PROPER SAFETY PRECAUTIONS. SLOPE PER PLANS \,7 RA D I N G AND EROSION N 6. THE CONTRACTOR SHALL COMPLY WITH THE EPA STORM WATER DISCHARGE PROGRAM AND IS RESPONSIBLE FOR " �'•'" `�• -•- I 4. DURING CONSTRUCTION, CONTRACTOR SHALL MAINTAIN BEST MANAGEMENT PRACTICE p PREPARATION AND FILING OF ANY REQUIRED FORMS. A NOTICE OF INTENT SHALL BE FILED WITH TCEQ PRIOR TO (BMP), SEDIMENT CONTROL PLAN N BEGINNING CONSTRUCTION. FENCE, HAY BALE BARRIERS, OR OTHER SEDIMENT TRAPPING DEVICES SHALL CONTROL ALL STORM 15. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION, AND ANY '" 0 7• THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A STABILIZED EXIT FOR ALL CONSTRUCTION t.,�a ucTloN TRAFFIC. WATER LEAVING THE SITE. DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THE - 4..'.:� '• •,�.-'Ti yam, � ��', SATISFACTION;.:c2`.t'._s.ltn_::_'•::.:`c•}.;_:i?,+,a•: OF THE OWNING AUTHORITY; ALL IN COMPLIANCE WITH THE "NATIONAL POLLUTANTS j' J N E S & C A RTE R, I N C. 8. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY EROSION CONTROL DEVICES TO PREVENT EROSION ON THE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING TEMPORARY EROSION CONTROL DISCHARGE ELIMINATION SYSTEM (NPDES) REQUIREMENTS. ^ J r PROJECT SITE OR MIGRATION OF SILT FROM THE SITE UNTIL PERMANENT STABILIZATION IS ACHIEVED. INSTALL DEVICES �� ENGINEERS -PLANNERS -SURVEYORS a TO MINIMIZE RUNOFF WATER FROM CIRCUMVENTING THE CONTROLS. MEASURES AS REQUIRED FOR DIFFERENT PHASES OF CONSTRUCTION. EROSION CONTROL MEASURES Texas Board of Professional ersRegistratf-439 SHOWN MAY NEED TO BE ADJUSTED TO HANDLE INCREASED OR CONCENTRATED FLOWS CREATED BY 9. ALTERNATE METHODS OF EROSION CONTROL MAY BE ALLOWED WITH PRIOR APPROVAL VARIOUS STAGES OF THE CONSTRUCTION. 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 Q. 10. PROVIDE FINAL STABILIZATION OF THE SITE BY BLOCK SODDING OF ALL UNPAVED (OR RIPRAPPED) AREAS DISTURBED 8" 5UB6RADE COMPACTED TO g5A5 BY CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION AND REPLANTING UNTIL WELL 6. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT PRIOR TO COMMENCEMENT OF ESTABLISHED. STANDARD PROCTOR WITHIN +/-2%SCALE: AS NOTED DCN. BY: WORK AND A NOTICE OF TERMINATION Al THE COMPLETION OF THE PROJECT TO TCEQ. A LAMINATED 11. THE FEATURES SHOWN ON THIS DRAWING AND DESCRIBED ON THESE NOTES SHALL BE CONSIDERED MINIMUM COPY OF THE CONSTRUCTION SITE NOTICE N01 AND SWPPP, VISIBLE FROM THE PUBLIC RIGHT-OF-WAY, d REQUIREMENTS FOR PURPOSES OF EROSION CONTROL AND ARE CONSIDERED INCIDENTAL TO THE POLLUTION PREVENTION SHALL BE POSTED AT THE SITE. PLAN. 12. CONTRACTOR SHALL INSPECT EROSION CONTROL DEVICES AFTER EACH RAIN. WHEN SILT REACHES A DEPTH OF 6", 7. PHASE TWO EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY AFTER CONSTRUCTION o REMOVE AND DISPOSE OF IN SUCH A MANNER AS TO NOT CREATE A SILTATION PROBLEM. OF THEIR ASSOCIATED IMPROVEMENTS. INLET PROTECTION BARRIERS SHALL BE CONSTRUCTED WITH HAY 0 13. WHEN SITE IS COMPLETELY STABILIZED, EROSION CONTROL STRUCTURES SHALL BE REMOVED AND DISPOSED OF IN AN BALES OR SILT FENCING , INLETS LOCATED IN PAVEMENT SHALL BE PROTECTED WITH SAND BAGS, T APPROPRIATE MANNER. REPLACING THE HAY BALES OR SILT FENCING, ONCE THE PAVEMENT IS IN PLACE. EROSION CONTROL 0 14. WHERE CURB CUTS ARE INDICATED, TAPER CURB 1:10 ON BOTH SIDES of CURB CUT. MEASURES SHALL BE KEPT IN PLACE UNTIL UPSTREAM DRAINAGE AREAS ARE FULLY STABILIZED. 15. ALL HDPE PIPE AND FITTINGS SHALL HAVE CEMENT -STABILIZED SAND FOR THE INITIAL BACKFILL. INITIAL BACKFILL $, THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE SITE HAS o SHALL BE THE MANUFACTURER'S RECOMMENDED TRENCH WIDTH TO A HEIGHT OF 6" ABOVE TOP of PIPE. BEEN SEEDED AND/OR SODDED, AND GROUND COVER HAS TAKEN ROOT. 16. ALL WORK SHALL COMPLY WITH THE CITY OF COLLEGE STATION STANDARDS. 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS 0 SURVEY PROVIDED BY JONES & CARTER, INC. ARE STABILIZED. DESIGNED AREA SHALL BE BLOCK SODDED, AND ALL OTHER AREAS DISTURBED DUE TO 0 OF OPTIMUM M015TURE. STABILIZE WITH 696 LIME BY I^EIGHT. DATE: AS NOTED DWN. BY: BACKFILL BEHIND j JOB NO. C0009-014 DWG. NO. -- CURB PER GEOTECHNICAL SUBMITTED: -- SURV. BY: -- RECOMMENDATIONS I' NOTES: .�\� THIS SEAL WAS ,,, �p(E OF 7E �N) AUTHORIZED BY 1. EXPANSION JOINTS: 60' MAX SPACING AND AT ALL 5 • • , S ll STEVE E. DUNCAN, RADIUS POINTS, PT'S, AND PC'S " �! I P.E. 83252 2. CONTRACTION JOINTS, 10' MAX SPACING 00 * : • •. •..': * �/ ON 02/01/2011 3. THESE ARE THE CITY MINIUMNS. REFER TO 00 001*******,*,**, ............ GEOTECHNICAL REPORT FOR PROJECT / / STEVE E. DUNCAN RECOMMENDATIONS / ... CONSTRUCTION SHALL BE HYDRO -MULCH SEEDED. THESE STABILIZED AREAS SHALL BE SODDED OR �j o 83252 SEEDED, FERTILIZED, AND WATERED TO ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS OF ,I1�0*'•CENS��•'. SHEET N0. 0 0 COMPLETION, OR IF ACTIVITY CEASES FOR MORE THAN 14 DAYS. CURB I FSS/p• • • NAL C3.0 •E i N.T.S. ,`�\\��� I �'EDc-S'Tq�E �\ SANT TA/T Y MANHOLE '� RlM = 332.23 I -0I / WA TER 6 " P I!C SE _ 322.52 Zl\ "FIRE LANE E - NO PARKING/ - / (/AL VE 6 " P ITC NW = .322 38 J TOW AWAY ZONE" SIGN (12- X 181 \ \ '\ / FIRE '`--- I 35'3 , ! H)"DRANT POLE VV --,•LAMP POST \_ uN CONC /� \ SAN/TAR P MANHOLE \ Z \ RIM = 332.34 - I n' �• +- _ "'"`uro �\ \ FL 6 " P VC S = 323.34 EX./RAM FL 6" PVC SW = 323.25 --= - -•--- � FL 6 " PVC NW = 323 17 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE, APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. 9". PERIMETER BAND NOTES: 1. HEAVY BROOM FINISH 2. 3/8" WIDE SAW CUT JOINTS 3. 2.1' X 2.1' SQUARE PATTERN FM 2818 o SITE EASTE 0 IR 0 (� 1 - - - \ -�¢ - _ / �, TEXTURED CONCRETE PAVEMENT I� 0' 30' 60' ----r--t- ...I - --__1E CyiN NEW - ' - - _ -� � �•'� _ . . • as.ss cud-GUI�Ee\ t�,=/oy�•-", ___ - _ N.T.S. VICINITY MAP PROVIDE PEA GRAVEL�BAGS -_ � ,_ AT PROPOSED AND ISTING SCALE: N.T.S 1 5 SSTP- - - _ \ y \ y "�Gv�,., " INLETS FOR EROSI01;( CONTROL \ \ 3/ \ \ _ i I IX. STORM] NLET 850. �\ _ trg \ \137 \ \ \ I M I j i n \ 337. (lI ] y/F1 S� I EX�.IFT STATION J`` _ _,- - - \ All,� , EX: tiI 331. p8 II F � � i -s �, _ \# 'y I 31629 �`-. n ' ,_` \ \y\T�;;• _i -- \ \ \ \ ;- Am\ �t` Sty \ / �`- y \ y �0=•,�` q ��`/i' �\ ✓ % `"\�. ,� EX. HYDRANT \2\ g 6 PRIVATE FIRE NE LE4' MANHO/ \ TXDOT 3 \ \ \ 1 I 20' PUE VOL. ':�--------- I I \ / ' \ \ 30 P .rj ` "� y "'�.t BOUNDARY PROPERTY \ FM2$lg \ \ \ \ \ \ `�78 \ 7675 P6252 OPRBC- -= -- 997 9.97 \ \ �, RF ,i?- - \ UNE \\ ROyyVS \ \ \\ \ \ \ \ �,�/\\\ \ 10 FT SIDEWALK \ �` \ "\"\ �" \ \ 333 " N 2g 21 332 `, ( \ 3 \ 3 \ \227, I 1 I REMOVE TEMP i I CURB \ %, -NOJ9.9 8.30TP \\ ��`, TFC <\/q� , "yS•t\" N K\„ `32< - I B.iiTi .97 .' . l Il RSM / .47 . \ (+` �` ® - -- -_ •--_-_ .-_._ / - -_-_,._.-- _---_ \ \ .00TH``' O ( IRKING LOT TEXTURED CONCRETE `\' -3 - - --- -- _ - - - - _ y \ � / �iN GI I'I �LI� Nf�(SLAND' ® 3�P VEMEM, SEE DETAIL G/ 9. ,����� may\ y\\y\ yyl - _-�'�c�-S / / \ \ \ '� ` \ �iJ r I If i _ / . \ / \ / p `` ^\\ . `�\ y \ �\r,\\ ma , _ _ , T , > y �t=.,�`� �` 20'. ,3411 8 i�. / / / I / \ \ \ `�_._�_ _ I \ y / . ,. c _ _ . std �"� `` ° -\` `,,\ ,J " Y`�1�341, t1 `z J. I ._ �• �\ N..I.-.._-.. 7 / 33---�`\.1 // - - - ---------- - - 9�5 �'�'� _ / y`y �.�, XEX 33230 341. E 34n � . \ ... r��j`D c9 �4 \ , 9.97 / 9 97 \ \ _ ��' ` � _ i ��� \ \ "\ y Wt;\ EE BENCHMARA IRO 3 Z - 9.1 97 \ J 10 FT SIDEWALK zas ( �a 5' PEDESTRIAN 3 3 6 , 0 0 -FP-� (IW P�ATHWAY337 \ \ 1 I m r \ ' ��_ _ ILD G_ITJN `� 9 lAS -- _----- I �--11 N Z �I I ZgA �-.. '��� `'•"s> � �- � \� 1,Q - �_ \`lIN E y � 332. p X O IIm I I \ II I .r♦ / �OIP yr,_ /�/35'j �h Z rr7 PROPOSED OFFICE BUILD G LZ ,� co r) LOT 3R /ZONED C2 I W\ 4.740 ACRES FINISHED=340.09 HEIGHT 216 is 7TP \ �\ L TOTAL SF = 25,000 SF IMcl- \-� {- -HPOsTORM CONDUIT- PROPERTY NDu PROPERTY UNE SLP 1 % �\� STO M NLStz y \ \ ~ y \ t \ u I 40 T 1l OTR\ 24 HOPE STORM FOND , SLOPE `@ -O.-3% /' I �- I NG. ETE < 0 - 1 7.5' BUILDING UNE 1 / / GROUND MOUNT TRANSFORMER ` \` �s ,% - I- ``��00`YRJ�ISE�33350 `• � \\ \y �1 " - 334 _ ! ! I _ A VIGA TION ANDTOP,OF�BERM. 33 00 \\ /0." \\ J / \\ •� CONCRETE PARKING LOT / L EMENT \ 6� I I 1 97 i �,�' E �U B CUT \VA\ =I REMO TEMP c9 '0 O \ TEMPORARY CURB "' - �\ 9' ' I i N VOL z� CURB 8.3 TP I ^7 33Q50 \\ \\ i I I (, 1 '\I I II I I I I N \ ARB �._ Y ,i. 332.5`8. ` 2 -1i 338.4 �•-=--'+ - �. .17 ='� i I $' - / �� I ♦ FFM 337 I ! i 20PUE VOL 15 BUILDING UNE \ I y ---- �-------------------------------------- - 1------ - --1 -- --- - 7675 P6252 OPRBC------------------------------------� CURB & GUTTER, TYP. - -- 1 5. --- �----------------------------------..-} ------ -- _-------:_-----_-----------------------'f--.---------------------- S-1 ----------••------ ---- JJ 15 BU LD NG UNE S 9-A-4- �$' ' DING LINE \ /�• --- / I - -- _ . -- 5 ------- S _ A _S�--SS _.ice -_S- �~ \ LI / 83 335 DP OP-OP-6P-aP-� W G4-.P--YP / Pmol LINE 18.481 ACRES I � �/ CURIB &EGUITER \� POWER POLE CITY OF COLLEGE STATION N \ CONCRETE PAVEMENT AREA 20 FT PUBLIC UTILITY ZONED AO -AGRICULTURE OPEN POWER POLE CHAIN UNK FENCE PROPERTY LINE -IN-FRQNI OF TRASH AREA 2 GUY ANCHORS N \\ IX. STORM INLET n� -"---- T EASEMENT PROPERTY OWNER/DEVELOPER CLLVP PHASE III, LP EROSION CONTROL NOTES BY: SOUTHCORP, LLC, GENERAL PARTNER PROJECT SPECIFIC NOTES: 10. WHEN HYDRO -MULCH IS REQUIRED, CONTRACTORS SHALL KEEP MULCH MOIST AFTER INSTALLATION 1. EROSION CONTROL MEASURES AS SHOWN SHALL BE CONSIDERED THE VERY MINIMAL REQUIRED. IT AND UNTIL AREA SHOWS GROWTH. C/O SOUTHCORP REALTY ADVISORS, INC a 1. BASED ON GEOGRAPHICAL PLOTTING, NO PORTION OF THIS TRACT LIES WITHIN A °100 YEAR FLOOD HAZARD AREA" AS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT ALL OTHER EROSION CONTROL DESIGNATED ON THE NATIONAL FLOOD INSURANCE PROGRAM - FLOOD INSURANCE RATE MAP ISSUED BY THE FEDERAL MEASURES (DIVISION BERMS, DRAINAGE STRUCTURES, SWALES, ADDITIONAL FENCING, ETC.) NECESSARY 11. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION 3401 ALLEN PARKWAY, SUITE 200 z EMERGENCY MANAGEMENT AGENCY UNDER COMMUNITY PANEL NUMBER 480287 0265E FOR HARRIS COUNTY, TEXAS TO KEEP THE EXISTING IMPROVEMENTS AND DEVELOPMENTS FROM DAMAGE OF ANY KIND, DURING ALL WORK. HOUSTON TEXAS 77019 DATED JUNE 18, 2007. . PHASES OF DEMOLITION AND CONSTRUCTION. 2. ALL ELEVATIONS ARE TOP -OF -CURB (TC) OR TOP -OF -WALK, UNLESS OTHERWISE NOTED, TP = TOP -OF -PAVEMENT, FL 12. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO INSURE THAT SURFACE DRAINAGE IS NOT IMPEDED = FLOW LINE, TG =TOP OF GRATE, NG =NATURAL GROUND, TW =TOP OF WALL 2. THE SITE OPERATOR, OR HIS REPRESENTATIVE ESTABLISHED BY A LETTER OF DELEGATION, BY CONSTRUCTION WORK. 3. THE CONTRACTOR SHALL COMPLETE ALL EXCAVATION ACTIVITIES TO THE LINES AND GRADES SHOWN BY THIS PLAN. SHALL MAKE A VISUAL INSPECTION OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A Y UNIFORM SMOOTH GRADING OF ALL AREA SHALL BE ACCOMPLISHED, THE FINISHED SURFACE SHALL BE REASONABLY DAILY BASIS; ESPECIALLY AFTER A RAINFALL TO INSURE THAT ALL CONTROLS ARE MAINTAINED AND 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF SMOOTH AND FREE FROM IRREGULAR SURFACE CHANGES. PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS SHALL BE REPAIRED PRIOR TO THE END OF THE CONSTRUCTION ACTIVITIES DURING THE CONTRACT PERIOD. THIS SHALL INCLUDE ANY EROSION CONTROL VALLEY PARK CENTER PHASE 3 o- 4. THE TOTAL AREA OF THE SITE SHALL HAVE EXISTING VEGETATION AND TOPSOIL REMOVED AND STORED ON-SITE FOR WORK DAY, INCLUDING RE -SEEDING AND MULCHING OR RE -SODDING, IF NECESSARY. MEASURES AND REGRADING NECESSARY TO ACHIEVE THE LINES AND GRADES SET FORTH BY THESE LOT 1R: 4.655 ACRES w LATER USE IN PROVIDING FINAL COVER. PLANS. LOT2R: 2.240 ACRES a 5. ALL HANDICAP PARKING AREAS SHALL HAVE A 2% (1:50) MAX. SLOPE IN ALL DIRECTIONS. ACCESSIBLE ROUTES SHALL 3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA LOT 3R: 4.740 ACRES > HAVE A 5% 1:20 MAXIMUM RUNNING SLOPE AND A 2% 1:50 MAXIMUM CROSS SLOPE. CURB RAMPS SHALL HAVE ( ) HAS BEEN D 14. SIGNING BARRICADING DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN THE SEDIMENT LEVEL , G AND LIGHTING FOR CONSTRUCTION WITHIN ROAD RIGHT-OFWAY SHALL BE IN -TOTAL DEVELOPMENT: 11.635 ACRES I 8.3% 1:12 MAXIMUM RUNNING SLOPE AND 2% 1:50 MAXIMUM CROSS SLOPE AND BE SCORED AN ( ) ( ) D DYED. RAMPS REACHES 25% CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR HAULING AWAY ACCORDANCE WITH THE LATEST EDITION OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SHALL HAVE LEVEL (2% MAX) LANDINGS AT THE TOP AND THE BOTTOM OF THE RAMP A MINIMUM OF 60' IN LENGTH IF NOT SUITABLE FOR FILL. AND OTHER APPLICABLE STATE OR LOCAL STANDARDS. SIGNS, BARRICADES AND LIGHTS SHALL BE KEPT I- AND AS WIDE AS THE WIDTH OF THE RAMP. CURB AND GUTTER GRADING AND EROSION W CLEAN, OPERATIONAL AND PROPERLY POSITIONED TO ASSURE PROPER SAFETY PRECAUTIONS. 6. THE CONTRACTOR SHALL COMPLY WITH THE EPA STORM WATER DISCHARGE PROGRAM AND IS RESPONSIBLE FOR 4. DURING CONSTRUCTION, CONTRACTOR SHALL MAINTAIN BEST MANAGEMENT PRACTICE (BMP), SEDIMENT CONTROL PLA N 1-1 PREPARATION AND FILING OF ANY REQUIRED FORMS. A NOTICE OF INTENT SHALL BE FILED WITH TCEQ PRIOR TO #4 BARS ®18" OCEW In BEGINNING CONSTRUCTION. 15. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION, AND ANY FENCE, HAY BALE BARRIERS, OR OTHER SEDIMENT TRAPPING DEVICES SHALL CONTROL ALL STORM 'i 9 WATER LEAVING THE SITE. DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THE 0 7. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A STABILIZED EXIT FOR ALL CONSTRUCTION TRAFFIC. SATISFACTION OF THE OWNING AUTHORITY, ALL IN COMPLIANCE WITH THE "NATIONAL POLLUTANTS J O N E S 8c C A RTE R I N C. 8. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY EROSION CONTROL DEVICES TO PREVENT EROSION ON THE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING TEMPORARY EROSION CONTROL DISCHARGE ELIMINATION SYSTEM" (NPDES) REQUIREMENTS. J o PROJECT SITE OR MIGRATION OF SILT FROM THE SITE UNTIL PERMANENT STABILIZATION IS ACHIEVED. INSTALL DEVICES MEASURES AS REQUIRED FOR DIFFERENT PHASES OF CONSTRUCTION. EROSION CONTROL MEASURES ENGINEERS PLANNERS SURVEYORS CL TO MINIMIZE RUNOFF WATER FROM CIRCUMVENTING THE CONTROLS. SHOWN MAY NEED TO BE ADJUSTED TO HANDLE INCREASED OR CONCENTRATED FLOWS CREATED BY 3' Texas Board of Professional Engineers RegistrationNo.F-439 Y 9. ALTERNATE METHODS OF EROSION CONTROL MAY BE ALLOWED WITH PRIOR APPROVAL. VARIOUS STAGES OF THE CONSTRUCTION. 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 a° 10. PROVIDE FINAL STABILIZATION OF THE SITE BY BLOCK SODDING OF ALL UNPAVED (OR RIPRAPPED) AREAS DISTURBED }} BY CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION AND REPLANTING UNTIL WELL 6. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT PRIOR TO COMMENCEMENT OFIP ! ` '' #4 BAR CONTINUOUS •��•; •'. :- :. ::••• ��' SCALE: AS NOTED DGN. BY: ESTABLISHED. WORK AND A NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT TO TCEQ. A LAMINATED EXCEPT THROUGH ° ' ' 11. THE FEATURES SHOWN ON THIS DRAWING AND DESCRIBED ON THESE NOTES SHALL BE CONSIDERED MINIMUM COPY OF THE CONSTRUCTION SITE NOTICE N01 AND SWPPP, VISIBLE FROM THE PUBLIC RIGHT-OF-WAY, EXPANSION JOINTS DATE: AS NOTED DWN. BY: REQUIREMENTS FOR PURPOSES OF EROSION CONTROL AND ARE CONSIDERED INCIDENTAL TO THE POLLUTION PREVENTION SHALL BE POSTED AT THE SITE. �r PLAN. JOB NO. COO DWG. NO. -- 0 12. CONTRACTOR SHALL INSPECT EROSION CONTROL DEVICES AFTER EACH RAIN, WHEN SILT REACHES A DEPTH OF 6", 7. PHASE TWO EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY AFTER CONSTRUCTION _ I o REMOVE AND DISPOSE OF IN SUCH A MANNER AS TO NOT CREATE A SILTATION PROBLEM. OF THEIR ASSOCIATED IMPROVEMENTS. INLET PROTECTION BARRIERS SHALL BE CONSTRUCTED WITH HAY SUBGRADE SUBMITTED: -- SURV. BY: -- 13. WHEN SITE IS COMPLETELY STABILIZED, EROSION CONTROL STRUCTURES SHALL BE REMOVED AND DISPOSED OF IN AN BALES OR SILT FENCING , INLETS LOCATED IN PAVEMENT SHALL BE PROTECTED WITH SAND BAGS, APPROPRIATE MANNER. REPLACING THE HAY BALES OR SILT FENCING, ONCE THE PAVEMENT IS IN PLACE. EROSION CONTROL THIS DOCUMENT IS RELEASED 14. WHERE CURB CUTS ARE INDICATED, TAPER CURB 1:10 ON BOTH SIDES OF CURB CUT. MEASURES SHALL BE KEPT IN PLACE UNTIL UPSTREAM DRAINAGE AREAS ARE FULLY STABILIZED. NOTES: FOR THE PURPOSE OF: 15. ALL HDPE PIPE AND FITTINGS SHALL HAVE CEMENT -STABILIZED SAND FOR THE INITIAL BACKFILL. INITIAL BACKFILL 1. EXPANSIONJOINTS: 60'MAXSPACINGANDATALL pc RE SHALL BE THE MANUFACTURER'S RECOMMENDED TRENCH WIDTH TO A HEIGHT OF 6" ABOVE TOP of PIPE. $• THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE SITE HAS RADIUS POINTS, PT'S, ANDPC'S VIEW L) 16. ALL WORK SHALL COMPLY WITH THE CITY OF COLLEGE STATION STANDARDS. BEEN SEEDED AND/OR SODDED, AND GROUND COVER HAS TAKEN ROOT. 2. CONTRACTION JOINTS, 10' MAX SPACING 01/25/2011 3. THESE ARE THE CITY MTNIUMNS. REFER TO 0 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS GEOTECHNICAL REPORT FOR PROJECT UNDER THE AUTHORITY OF o SURVEY PROVIDED BY JONES &CARTER, wc• ARE STABILIZED. DESIGNED AREA SHALL BE BLOCK SODDED, AND ALL OTHER AREAS DISTURBED DUE TO RECOMMENDATIONS STEVE E. DUNCAN, P.E. 83252. 0 CONSTRUCTION SHALL BE HYDRO -MULCH SEEDED. THESE STABILIZED AREAS SHALL BE SODDED OR SEEDED, FERTILIZED, AND WATERED TO ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS OF IT IS NOT TO BE USED FOR SHEET NO. o COMPLETION, OR IF ACTIVITY CEASES FOR MORE THAN 14 DAYS. CURB CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES. C3.0 0 n N.T.S. an IIX�S.TORM I) EX. 48" STORM SEWER CONDUIT 20' PUE 101 / S`3 6.29 EPS SEE MEP FOR CONTINUATION f WA TER UAL VE F/RE HYDRANT POWER POLE I IX: V./MANHOLE SANITAr?Y MANHOLE RlM = 1332.23 6 " F l'C SE = 322.52 6" P 11 NW = 32238 SANI TAR Y MANHOLE R/M = 332.34 FL 6 " P VC S = 323.34 FL 5" PVC SW = 323.25 FL 6" PVC NW = 323.77 EX. 8" WATERLINE EX: 4' MANHOLE EX 48" STORM SEWER CONDUIT REMOTE FIRE DEPARTMENT CONNECTIONONS 6' SCH 40 \ y r' rn SANITARY SEWER SERVICE 1 % MIN SLOPE \ 10 FT SIDEWALK 6" AWWA C-900 CLASS 200 DR 14 PVC, PRIVATE FIRE UNE WITH DI BENDS AS REQUIRED J ®\ 3` SCH 40 "\a DOMESTIC WATER SERVICE j IX. 10" WATERLINE ii ia Ilz SIJ z Z IX. UNDERGROUND N 1 - 8" X�PIN AVERAGE 10 GPM _ 35 °34 , w SLEEVE & VALVE 1 - 6" ISOLATION ELECTRICAL CONDUITSL ! — n / VALVE (SEE NOTE 5) z O _ LOT /ZONED C2 4.740 LAMP POST 0iV CO/VC FINISHED FLOORS 340.09 1a EX. 6" SANITARY 326 i _ I EX LIFT S' cGl ; I I TOTAL SF = 25,000 SF r rr t _I ! =r -_ „_ ——STRUCA�RAL PAVED AREAS; APAP—UNDER IIX�S.TORM I) EX. 48" STORM SEWER CONDUIT 20' PUE 101 / S`3 6.29 EPS SEE MEP FOR CONTINUATION f WA TER UAL VE F/RE HYDRANT POWER POLE I IX: V./MANHOLE SANITAr?Y MANHOLE RlM = 1332.23 6 " F l'C SE = 322.52 6" P 11 NW = 32238 SANI TAR Y MANHOLE R/M = 332.34 FL 6 " P VC S = 323.34 FL 5" PVC SW = 323.25 FL 6" PVC NW = 323.77 EX. 8" WATERLINE EX: 4' MANHOLE EX 48" STORM SEWER CONDUIT REMOTE FIRE DEPARTMENT CONNECTIONONS 6' SCH 40 \ y r' rn SANITARY SEWER SERVICE 1 % MIN SLOPE \ 10 FT SIDEWALK 6" AWWA C-900 CLASS 200 DR 14 PVC, PRIVATE FIRE UNE WITH DI BENDS AS REQUIRED J ®\ 3` SCH 40 "\a DOMESTIC WATER SERVICE j I ii ia Ilz SIJ z Z IX. UNDERGROUND , I J 10 FT , AVERAGE 10 GPM SEWER DEMAND MAX. 15,000 GPD ELECTRICAL CONDUITSL PROPOSED LOT 3R OFFICE BUILDING 332 z O LOT /ZONED C2 4.740 330330 �7 FINISHED FLOORS 340.09 1a EX. 6" SANITARY 326 i HEIGHT = 21'-6" I SEWER MAIN cGl ; I I TOTAL SF = 25,000 SF I a a r J> , al _,..—. IV BBU�_UING 61NE ¢ 4 — UP-UP�pP-pP-tlP-CP-tlP-OP-M•-tlP-bP-- OP-tlP-p D PROPERTY UNE N EX. STORM INLET 0O IX. 4' MANHOLE s IX. 4' MANHOLE 04 N SANITARY MANHOLE RIM = .336.95 FL 6 " NE = 325.65 FL 6 " SE = 325.75 z Q � V M A NOTES A WATER DEMAND MIN. 0 GPM 38 MAX. 100 GPM 336 AVERAGE 10 GPM SEWER DEMAND MAX. 15,000 GPD i i 334 332 O I332 330330 �7 �I EX EX. 6" SANITARY 326 i / I SEWER MAIN cGl ; I I a r I a a r J> , al _,..—. IV BBU�_UING 61NE ¢ 4 — UP-UP�pP-pP-tlP-CP-tlP-OP-M•-tlP-bP-- OP-tlP-p D PROPERTY UNE N EX. STORM INLET 0O IX. 4' MANHOLE s IX. 4' MANHOLE 04 N SANITARY MANHOLE RIM = .336.95 FL 6 " NE = 325.65 FL 6 " SE = 325.75 z Q � V M A NOTES A : SITE CINITY MA SCALE; N.T.S 2" TAP 2" WYE 1 `DOMESTIC METER & VALVE 1 1/2" IRRIGA ON METER & VALVE 1 8" X 6" DI TEE EX. HYDRANT TxDOT ROW 1 - 6" DI 90 �\ BOUNDARY \\ 1 - FIRE HYDRANT ASSEMBLY SEE PROFILE BELOW " \ V "�•.� PROPERTY LINE c"9/N/SC -_,_, `TE/� liq�� 4\y�y` "�\•��'9//V j- cT r�'/,o�'(� �'/,0�-M'S'G/' ���L/S clue oe C -•�\\ f '�__ FS "\" "��.^�..�� \�\` fir'//� '97�`� /1'�' O STORM im kr- r\ r \\\\\ \ `` - - _ \ ` � ` `"m` b J 20' PUE VOL 7675 6282 OPRBC SEE BEN CRA 1A/ 11 SEE MEP FOR CONTINUATION WATER DEMAND MIN. 0 GPM 38 MAX. 100 GPM 336 AVERAGE 10 GPM SEWER DEMAND MAX. 15,000 GPD i i : SITE CINITY MA SCALE; N.T.S 2" TAP 2" WYE 1 `DOMESTIC METER & VALVE 1 1/2" IRRIGA ON METER & VALVE 1 8" X 6" DI TEE EX. HYDRANT TxDOT ROW 1 - 6" DI 90 �\ BOUNDARY \\ 1 - FIRE HYDRANT ASSEMBLY SEE PROFILE BELOW " \ V "�•.� PROPERTY LINE c"9/N/SC -_,_, `TE/� liq�� 4\y�y` "�\•��'9//V j- cT r�'/,o�'(� �'/,0�-M'S'G/' ���L/S clue oe C -•�\\ f '�__ FS "\" "��.^�..�� \�\` fir'//� '97�`� /1'�' O STORM im kr- r\ r \\\\\ \ `` - - _ \ ` � ` `"m` b J 20' PUE VOL 7675 6282 OPRBC SEE BEN CRA 1A/ 11 SEE MEP FOR CONTINUATION 20 PUE VOL_ I� 7675 P6252 OPRBC !� I d I• .' ;,f I I I T ----�'--- --I------- -- ----------------- / -------------------------------- w Q 1. ALL EXISTING UTILITY LINES, DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AT THE , CONTRACTOR'S EXPENSE. ujuj N 2. ALL UNDERGROUND UTILITY LINES, SIZES, AND MATERIAL TYPES SHOWN ON THE PLANS ARE FOR THE PURPOSE OF MAKING THE CONTRACTOR AWARE THAT THEY EXIST, NEITHER THE OWNER, NOR THE ENGINEER GUARANTEES THE ACCURACY THEREOF. ALSO, THE LOCATIONS OF SOME EXISTING UTILITY LINES ARE NOT KNOWN AND THE CONTRACTOR WILL VERIFY THE CL LOCATION, SIZE, AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES DURING , CONSTRUCTION. THE FINAL ALIGNMENT OF THE PROPOSED MAIN LINES ARE SUBJECT TO a. MODIFICATION PENDING THE ESTABLISHMENT OF EXISTING UTILITY LOCATIONS. 3. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALL "POINTS OF CROSSING" TO a DETERMINE IF CONFLICTS EXIST BEFORE COMMENCING ANY CONSTRUCTION. NOTIFY THE I o ENGINEER AT ONCE OF ANY CONFLICT. 0 U 4. ALL WORK TO COMPLY WITH CITY OF COLLEGE STATION REQUIREMENTS. A VIGA TION AND cL EMENT — UP -M bP-pP-bP-pP-_UP-UP-pR-pP- UP-UP-pP-pR-bP-tlP-UR•-UP-bP-UP-C 18.481 ACRES POWER POLE CITY OF COLLEGE STATION POWER POLE CTI LlIVI� FENCE ZONED AO - AGRICULTURE OPEN 2 GUY ANCHORS PHASE LINE; PREVIOUSLY SAN/TARP MANHOLE RIM = 334.99 LANDSCAPED PER CITY ORDINANCE FL 6 " NW = 326.83 FL 6" SW = 326.90 OVERHEAD POWER POWER POZE w/2 ANCHORS �TYPICAL� u 5. FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE 0 LOCKABLE LID SHALL, AT A MINIMUM SUPPLY PROTECTION AS THE AMP OR USA, LL562 o LOCKING LID. ALTERNATE LOCKABLE LIDS SHALL BE APPROVED BY COLLEGE STATION UTILITIES A DIRECTOR OR HIS DESIGNEE. ;i • ■� �8" 338 1 38 I 336 I i 336 J i i 334 332 O I332 330330 328 EX 8" WATERLINE i !328 326 i / I ; r 20 PUE VOL_ I� 7675 P6252 OPRBC !� I d I• .' ;,f I I I T ----�'--- --I------- -- ----------------- / -------------------------------- w Q 1. ALL EXISTING UTILITY LINES, DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AT THE , CONTRACTOR'S EXPENSE. ujuj N 2. ALL UNDERGROUND UTILITY LINES, SIZES, AND MATERIAL TYPES SHOWN ON THE PLANS ARE FOR THE PURPOSE OF MAKING THE CONTRACTOR AWARE THAT THEY EXIST, NEITHER THE OWNER, NOR THE ENGINEER GUARANTEES THE ACCURACY THEREOF. ALSO, THE LOCATIONS OF SOME EXISTING UTILITY LINES ARE NOT KNOWN AND THE CONTRACTOR WILL VERIFY THE CL LOCATION, SIZE, AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES DURING , CONSTRUCTION. THE FINAL ALIGNMENT OF THE PROPOSED MAIN LINES ARE SUBJECT TO a. MODIFICATION PENDING THE ESTABLISHMENT OF EXISTING UTILITY LOCATIONS. 3. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALL "POINTS OF CROSSING" TO a DETERMINE IF CONFLICTS EXIST BEFORE COMMENCING ANY CONSTRUCTION. NOTIFY THE I o ENGINEER AT ONCE OF ANY CONFLICT. 0 U 4. ALL WORK TO COMPLY WITH CITY OF COLLEGE STATION REQUIREMENTS. A VIGA TION AND cL EMENT — UP -M bP-pP-bP-pP-_UP-UP-pR-pP- UP-UP-pP-pR-bP-tlP-UR•-UP-bP-UP-C 18.481 ACRES POWER POLE CITY OF COLLEGE STATION POWER POLE CTI LlIVI� FENCE ZONED AO - AGRICULTURE OPEN 2 GUY ANCHORS PHASE LINE; PREVIOUSLY SAN/TARP MANHOLE RIM = 334.99 LANDSCAPED PER CITY ORDINANCE FL 6 " NW = 326.83 FL 6" SW = 326.90 OVERHEAD POWER POWER POZE w/2 ANCHORS �TYPICAL� u 5. FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE 0 LOCKABLE LID SHALL, AT A MINIMUM SUPPLY PROTECTION AS THE AMP OR USA, LL562 o LOCKING LID. ALTERNATE LOCKABLE LIDS SHALL BE APPROVED BY COLLEGE STATION UTILITIES A DIRECTOR OR HIS DESIGNEE. ;i • ■� �8" 338 38 I 336 I i 336 334 i i 334 332 O I332 330330 328 EX 8" WATERLINE i !328 326 i SII 326 I 0+00 FIRE HYDRANT PROFILE PROPERTY OWNER/DEVELOPER CLL VP PHASE III, LP BY; SOUTHCORP LLC, GENERAL PARTNER C/O SOUTHCORP REALTY ADVISORS, INC 3401 ALLEN PARKWAY, SUITE 200 HOUSTON, TEXAS 77019 VALLEY PARK CENTER PHASE 3 LOT 1R: 4.655 ACRES LOT 2R: 2.240 ACRES LOT 3R: 4.740 ACRES —TOTAL DEVELOPMENT: 11.635 ACRES UTILITY PLAN r J 0 N ES & CA RTE R,INC. ENGINEERS■PLANNERS•SURVEYORS Texas Board of Professional Engineers Registration No. F-439 1716 Bdarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 SCALE: AS NOTED DGN. BY: DATE: AS NOTED DWN. BY: JOB NO. COO DWG. NO. -- SUBMITTED: -- SURV. BY: THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF: REVIEW 01/25/2011 UNDER THE AUTHORITY OF STEVE E. DUNCAN, P.E. 83252. IT IS NOT TO BE USED FOR SHEET NO. CONSTRUCTION, BIDDING, OR C2.0 O PERMITTING PURPOSES. PES �0' STAB UDO ARTICLE 7 APPLIED NOTES: STREETSCAPE ANALYSIS (7.5.D): LANDSCAPE ANALYSIS (7.5.C): PROPOSED* INCLUDES STREETSCAP ' (7.5.C.4) Project must expend a minimum of REQUIRED: REQUIRED: CANOPY TREE, 2.1" 3.5" DIA @ 150 INTS, 51......... 7,650 POINTS .... 4MV 50% of its landscaping points on canopy trees. 849 LF OF FRONTAGE @ 1 CANOPY TREE / 25' ................................ 34 LOT AREA = 4.740 ACRES = 206,475 SF NON -CANOPY TREE, .0" DIA @ 40'POINTS, 145 . �.....,$00 POINTS SITE ,;�L � �?3b FM 2818 LocATI /1^ 540 POINTS PROPOSED*: AREA WITHIN PHASELINE = 0.913 ACRES = 39,772 SF SHRUB, 5 GAL, @ 1 P S, 454 '.t. t .................................. 4, 20 NON -CANOPY TREES.........................................................................•••.70 REMAINDER OF LOT 3R = 206,475 - 39,772 = 166,703 SF 1 GALLON PLANTS 1 POINT EA., 298.V./ fk#0 ........... V98 POINTS - -` /V 35 a HYDRANT POWE ,3 / POLE ` 166,703 SF @ 30 PTS / 1,000 SF ......................................... 5,001 POINTS TOTAL .................................................... P�!'................................. 18,288 POINTS 50,000 SF (7.9.L3)........... 5,001 LAMP POST _ - I co ON CO�VC P, S, p�PE ] ��'---.._ P SANITARY MANHO 849' FRONTAGE @ 300 PTS/50'(7.S.D.3)........................ 5,094 POINTS RIM =.332.34 /,, . FL 6 " P I/C S = � TOTAL............................................................................. 15,096 POIN'C L' - q EX,/HYDRANT �Q Tfz PVC = 6 PVC NW 35.65 Y 1 \~\ ` " 2435 GAL. SHRUBS VICINITY MAI PROPOSED TREE VfIELL-LOCALED `� SCALE: N.T.S qI I _ WITHIN LANDSCAPE ISLAND, TYP-10- III i rr I+ I 337.. S7,4 .33 q i b I 3j629 _ SEX UFT STATION 11-5 GAL SHR �\ E o + + \ i..�C 9D/V� EX HYDRANT q l I! 3-5 GAL SHRUBS- ' 6-1 GAL PLANTS - TxDOT ROW ® 3 \ ' BOUNDARY F PROPER Y� ROw �281g `I 1 ---- r-.._ I _ \„ \ q) `I -5 GAL SHRU _S UNE G - 0-5 GAL SHRUBS SI r---� �---1 ,.1�o co V BS FSE N \\\� I 18 1 GAL PLANTS , , 4 5 GAL. SHRUBS q I I ! 46-1 GAL. PLANTS O ;`r 9-1 GAL. PLANTS �A I I I��� �C/S I �'....._... ® �� 5-5 GAL. HRU. �_ � NF W - I ( I I 6-5 GAL SHRUBS J ® 11-1 GAL. PLA + �I I b 44-1 GAL PLANTS ® NIU ® i n ® _ *'� _ " TE ORARY CURB TO ' < - __ _ ._ . - TERMINATE PARK! G LOT h OI II ARKING LOT�/� TEXTURED CONCRETE O O © -, \ __ ` _ _ ... _ . - _ R �I �`! q I i 11-1 LIGHTING ISLAND ® PAVEMENTGAL PLANTS, SEE DETAIL ® +�\ I i © , • -__ ; -- - - `C 6-5 Gk,-SORUBS `\ _ _ , \..� , / q I 1 �.• y®� ® ® + r r 16-1 GAL. PL�kt�tfS, 20 PUE + ,� - - GAL SHRUB$ r1 � + + r _ 17 51 'GAL -PLANTS ` 341. +-, + r: - - - \ rte+ \ I ` / / \ :32.30 + SID T a I I - �.\ x I� I PATHWAY 12-1 GAL PLANTS _, _ I- I i �► fI J I 4.8 3. I I - ' I I 12-5 GAL. SHRUBS 35-1 GAL PLANTS I �J ( ' \ J , i_i_ • I I CONCRETE PARKING LOT PROPOSED OFFICE BUILDING Q O II \ \ Cl, ISO LOT 3R /ZONED C2 G? 4.740 ACRES i 1 I I I I - o FINISHED FLOOR = 340.09 - V - u PROPERTY UNE DETENTION POND„ HEIGHT = 21'-6" � � ! ; ,d � � 10�'1`R-. SE�3-33.50 � TOTAL SF = 25,000 SF + I I o ' / 1� � � ^ I i \ TO RSERM:---334:00 \ • 1.. ,. r� I _ I7-1 - II i ' I - I / I � GROUND MOUNT TRANSFORMER 1 .., 7.5 BUILDING LINE 26 5 GAL. SHRUBS I 27-1 GAL. PLANTS - I PWIA�E NE; Pf�EV�Ot�SL DSCA�D/vDll 4ND \ �I vd L SEMENT q -1�-� p O - ._. TEMPORARY CURB , I, q I� N I n r i I I 1 t O -­VOL--2e�-- \� � N PRBC .., 33 .SSq I 6-5 GAL. SHRUB / I I 3 I _ I 38,4 I I __ -- -rr 1\4 of 10-p GAL PLANTS OUMPSTER AREA, SEE DETAIL ------------------------------------------ I i v 20' PUE VOL I I - I --- i q _ 52 OPRB- 7675 P62 _?' BUj�IDMGNE 't. -----------------------------------------------------'/ --- -_� - - - :. ----6------------------------- T---- .. .. f I + F8 6,00 1 O m saa,�e. .. � oa -¢- -� r - .•c �� - z.. Gi... azr -u-, ai .�.. _ tea- rm, - _ - - �e�c��e e-�.mm�c-s��.a�-� ca r c 18.481 ACRES PODUER POLE CITY OF COLLEGE STATION POWER POLE CHAIN LINK FENCE PROPERTY UNE N ZONED AO - AGRICULTURE OPEN 2 GUY ANCH S EX. STORM INLET 9 -NON CANOPY TREES 112-5 GAL. SHRUB N SAN/TARY MAIC/HOLE SAN/TARY MANHOLE 1TYP &GUTTER o R/M = .3.36.95 RIM = 334.99 FL 6 " NE = 325.65 FL 6 " NW = 326.83 • FL 6" SE = 325.75 FL 6" SW = 326.90 POWER POLE LANDSCAPING LEGEND. OVERHEAD POWER /0 1'11V n n r1'unr c z _5 CL Lu CANOPY TREE, 2.1- 3.4" DIA: a 0 N 0 TE S : - WATER OAK (QUERCUS NIGRA) Z 1. PROPOSED LANDSCAPING IS SUBJECT TO CHANGE BASED ON THE NEEDS OF THE SITE. FINAL LANDSCAPING PLAN MUST x - WILLOW OAK (QUERCUS PHELLOW) MEET THE REQUIREMENTS AS OUTLINED IN SECTION 7.5 OF THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT -CHINESE PISTACHE (PISTACIA CHINENSIS) ORDINANCE. CONTRACTOR IS REQUIRED TO SUBMIT LANDSCAPING AS -BUILT PLAN TO CITY OF COLLEGE STATION FOR _J > APPROVAL PRIOR TO ISSUING C.O. NON -CANOPY TREE 2.0" DIA OR LARGER: I �1 2. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR PERENNIAL GRASS IS REQUIRED IN -CREPE MYRTLE(LAGERSTROEMIAINDICA) Li ui PARKING LOT ISLANDS, SWALES, AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT - BRADFORD PEAR (PYRUS SPECIES) PROPERTY DISTURBED DURING CONSTRUCTION. - WAX MYRTLE (MORELLACERIFERA) 3. IRIGATION PLAN TO BE SUBMITTED SEPARATELY. 4 . IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE SHRUB, 5 GALLON (50%EVERGREEN): a Y BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AND TESTED AS PER CITY ORDINANCE -HOLLY, "MARYNELL" (LLEXSP.) 0 2394. - VARIAGATED PITTOSPORUM.(PITTOSPORUM TOBIRA) 5. CANOPY TREES ARE NOT TO BE PLANTED DIRECTLY ABOVE THE EXISTING PUBLIC WATER MAIN.-NANDINA"COMPACTA"(NANDINADOMESTICA) U 6. CANOPY TREES ARE MEASURED 12" FROM GRADE ON A SINGLE CANE. - INDIAN HAWTHORNE "SNOW" (RAPHIOLEPIS INDICA) 0 I 0 SHRUB & PLANTS NOT FOR SCREENING 1 GALLON EACH: -HOLLY, "MARY NELL" (LLEX SP.) CL - VARIAGATED PITTOSPORUM (PITTOSPORUM TOBIRA) - NANDINA "COMPACTA" (NANTDINA DOMESTICA) 0 - INDIAN HAWTHORNE "SNOW" (RAPHIOLEPIS INDICA) 0 0 - MINIMUM OF 200 PLANTS USED TO REACH COVER o REQUIREMENT r EASTE 0 R SEE BENCHMARA- 0 TE 3 O c-9 ti 0' 30' 60' 2 Z�o C; V� \ I *L 41 i \ 332.513 v XV \y \•�\V `tit 33\ 0 \\ 332:- - PROPERTY OWNER/DEVELOPER CLLVP PHASE III, LP BY: SOUTHCORP, LLC, GENERAL PARTNER C/O SOUTHCORP REALTY ADVISORS, INC 3401 ALLEN PARKWAY, SUITE 200 HOUSTON, TEXAS 77019 VALLEY PARK CENTER PHASE 3 LOT 1R: 4.655 ACRES LOT2R: 2.240 ACRES LOT 3R: 4.740 ACRES -TOTAL DEVELOPMENT: 11.635 ACRES LANDSCAPE PLAN r J 0 N ES & CA RTE R,INC. ENGINEERS•PLANNERS•SURVEYORS Texas Board of Professional Engineers Registration No. F-439 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 SCALE: AS NOTED DGN. BY: DATE: AS NOTED DWN. BY: JOB NO. COO DWG. N0. -- SUBMITTED: -- SURV. BY: THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF: REVIEW 01/25/2011 UNDER THE AUTHORITY OF STEVE E. DUNCAN, P.E. 83252. IT IS NOT TO BE USED FOR SHEET NO. CONSTRUCTION, BIDDING, OR 4. O PERMITTING PURPOSES. 714z- UDO ARTICLE 7 APPLIED NOTES: STREETSCAPE ANALYSIS (7.5.111): LANDSCAPE ANALYSIS (7.5.C): LkOPOSED* (INCLUDES STREETSCAPE): �- (7.5.C.4) Project must expend a minimum of REQUIRED: REQUIRED: CANOPY TREE, 2.1 "-3.5" DIA. @ 150 POINTS, 51 ..................... 7,650 POINTS 50% of its landscaping points on canopy trees. 849 LF OF FRONTAGE @ 1 CANOPY TpEE / 25' ................................ 34 LOT AREA = 4.740 ACRES = 206,475 SF RON-CANOPY TREE, 2.0" DIA. @ 40 POINTS, 145 5,800 POINTS .................. FM 2818 SITE PROPOSED*: AREA WITHIN PHASELINE = 0.913 ACRES = 39,772 SF SHRUB, 5 GAL, @ 10 POINTS, 454 ............................................ 4,540 POINTS LOCATION F/RE NON CANOPY TREES 70 REMAINDER OF LOT 3R = 206 475 39 772 = 166 703 SF /v 35'34' , HYDRANT POE GALLON PLANTS 1 POINT EA., 298 .................................. 298 POINTS 166,703 SF @ 30 PTS / 1,000 SF ......................................... 5,001 POINTS TOTAL...................... 18,288 POINTS OY ES DOUBLE POINTS FOR OVER 50,000 SF (7.9.L3)........... 5,001 POINTS -1941N RIM = .332.34 � �4 --� �OJ. Sj� ♦ SANITARY MANHO 849 FRONTAGE @ 300 PTS/50(7.5.D.3)........................ 5,094 POINTS 11 " ............................................... T STR/PE _ FL 6 " P I/C S = TOTAL ............................ .. 15,096 POINTS LL ---_ - - - EX%/HYDRANT FL 6 " PVC SW = FL 6 PVC NW - ;� - __ - - --- ___ - _ - 3s.6s �\ � I 243 5 GAL. SHRUBS VICINITY MAP .33ee PROPOSED TREE -WEU ---LOCATED - - "® WITHIN LANDSCAPE ISLAND, TYP-10 -- SCALE: N.T.S 337. 33 ® S1,41-10 q ! + 29 EX UFT STATION 11-5 GAL. SqR o ® t + 29-1 GAL. PLI �� 9/�i/ �� �- q EX. HYDRANT s O O 2 ® 3-5 GAL. SHRUBS �\ j ® 0 ® }3 O 6-1 GAL PLANTS BOUNDARY PROPRpFM281g �h I II -5 GAL SHRU ® -- -- SIDEW -- O -- UNE' VACS r, 118-1 GAL. PLANTS 0-5 GAL. SHRUBS r r r r , 1 4-5 GAL. SHRUBS 46-1 GAL. PLANTS 9-1 GAL. PLANTS _ " a A`f/4j 5 5 GAT. \ HRU .S F w PROPOSED 20' PUE 6-5 GAL. SHRUBS J ® ® 11-1 GAL. PIANS = _ + T�/�F ® 44-1 GAL. PLANTS - ZGNJ ' ® * TEMP UO TXTPARKING OT RED CNCRETE TERMINATE KG LOT N 0 3.0 60' 2x 4y 8„ LIGHTING ISLAND�'' • �� - _ - - E /� s N PAVEMENT, SEE DETAIL ® + •....� mss. r FO�'ST t/ O a '� _ ` 6-5 GSL:-SORUBS , 20' PUE VOL 7675 FG 282 OPRBC b ® + \ 16-1 GAL. PL�1hfTS -9 GAL. SHRUBS - 341. i �I F I ® + } } rs - - - - - - ---' - - - + `� _ �Lnrr 341. O ® (� 0 ®®® 1� - O O O `O O O O O __ �~h�n� `r • ` 32� + O "j SEE BENCHMARA' 'OTE J SID 5' PEDE r --T ` s,� /♦ 3 f ` ` \ \ \ \\ 1 ��, /°/, IR PATHWAY 12-1 GAL. PLANTS } + I 4 / ` \ 4. 8 r 332.E X 14 I • 12-5 GAL. SHRUBS I `� 35-1 GAL. PLANTS ` CONCRETE PARKING LOT//V, \\ v 4/N ~ S 1p ILS U \\ • ` '•\,X! PROPOSED OFFICE BLTILDING + LOT 3R / ZONED C2 i n t) 4.740 ACRES _ o + \ \ PROPERTY LINE �oFINISHED FLOOR = 340.09 n q N HEIGHT = 2I'-6" + TOTAL SF = 25,000 SF TO �AERM. 3 . 1 7.5 BUILDING LINE 26N5 GAL. SHRUBS GROUND "MOUNT TRANSFORMER O I / 27-1 GAL. PLANTS J I I P E • P 0 Sl DSCAEED oltA�1 M 4N0 iLi i f, CL 2SSEVEN \\ I O TEMPORARY CURB ,� I N "' VOL9. \Ya��% ` 4 3z.4e �L T5' BUl ,t clWt.. i O O I 1 } 4°T / M M --VOL _.._...._...... ISI \ \ '3 s.0 \\ A\ / cv r \ N 334.5 PRBC 338,4 6-5 GAL SHRUB \ `i d ®j } p / / I \ ` \ \ 7-1 GAL. PLANTS 1 i I 332.150 \ 4 -_. M 5' 3,as3a'� 18 ♦ 10 jl GAL. PLANTS qI 4------1- ------------------ [��P:ST:E:R AREA, SEE --- ----- pp --------- - - - - - - - - ---'----------------------------------------------------------------------------------------------- ----------------�--�-= a = �= s =�_ --- L V\ -3 T UN 18.481 ACRES I POWER POLE♦ �♦ ♦ ?i CITY O F COLLEGE STATION N 529 00 W 7720. � � POWER POLE PROPERTY LINE N ZONED AO -AGRICULTURE OPEN 2 GUY ANCH s PROPERTY OWNER/DEVELOPER EX. STORM INLET CLLVP PHASE III, LP 9 -NON CANOPY TREES 112-5 GAL. SHRUB CURB & GUTTER, BY: SOUTHCORP, LLC, GENERAL PARTNER SANITARY MANHOLE SANITARY MANHOLE np RIM = 336.95 R/M - 334.99 83 FL 6" SE = 325.75 FL 6' NW = 26..90 LANDSCAPING LEGEND: C/O SOUTHCORP REALTY ADVISORS, INC FL 6 SW = 326.90 OVERHEAD POWER POWER POLE Z /� . i�v �ni1'un0c 3401 ALLEN PARKWAY, SUITE 200 a HOUSTON, TEXAS 77019 CL CANOPY TREE 2.1- 3.4" DIA: ( 713) 960-1880 o N0TES: - WATER OAK (QUERCUS NIGRA) Y 1. PROPOSED LANDSCAPING IS SUBJECT TO CHANGE BASED ON THE NEEDS OF THE SITE. FINAL LANDSCAPING PLAN MUST x - WILLOW OAK (QUERCUS PHELLOW) Of MEET THE REQUIREMENTS AS OUTLINED IN SECTION 7.5 OF THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT VALLEY PARK CENTER PHASE 3 CL - CHINESE PISTACHE (PISTACIA CHINENSIS) LOT 1R: 4.655 ACRES ORDINANCE. CONTRACTOR IS REQUIRED TO SUBMIT LANDSCAPING AS -BUILT PLAN TO CITY OF COLLEGE STATION FOR h LOT2R: 2.240 ACRES LOT 3R: 4.740 ACRES APPROVAL PRIOR TO ISSUING C.O.NON-CANOPY TREE 2.0" DIA OR LARGER: -TOTAL DEVELOPMENT: 11.635 ACRES I 1 2. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR PERENNIAL GRASS IS REQUIRED IN O - CREPE MYRTLE (LAGERSTROEMIAINDICA) LJ UJ N PARKING LOT ISLANDS, SWALES, AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT -BRADFORD PEAR (PYRUS SPECIES) LANDSCAPE PLAN -' PROPERTY DISTURBED DURING CONSTRUCTION. M 3. IRIGATION PLAN TO BE SUBMITTED SEPARATELY. -WAX MYRTLE (MORELLA CERIFERA) JONES&CARTER,I NC. PLANTING MIX AS SPECIFIED r N BY LANDSCAPE ARCHITECT ` ENGINEERS•PLANNERS•SURVEYORS CL 4. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE SHRUB, SGALLON (50%EVERGREEN): L Texas Board of Professional Engineers Registration No. F-439 BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AND TESTED AS PER CITY ORDINANCE SLOPE FINISHED GRADE PER - HOLLY, "MARYNELL" (LLEX SP.) 1716 Briarcrest Drive, Ste, Iso, Bryan, Texas 77802 (979) 731-8000 2394. LANDSCAPING PLAN. SCALE: AS NOTED DGN. BY. f MIN. SLOPE 0 27. - VARIAGATED PITTOSPORUM'(PITTOSPORUM TOBIRA) 5. CANOPY TREES ARE NOT TO BE PLANTED DIRECTLY ABOVE THE EXISTING PUBLIC WATER MAIN. V)II-1I�li - .®-NANDINA"COMPACTA"(NANDINADOMESTICA) DATE: AS NOTED DWN. BY: 1L Ill «:. - =` ;,:*, � �r-ill-II I II -II .,.'� '� ,w '.r•= SII IF -111 I - 1- 6. CANOPY TREES ARE MEASURED 12 FROM GRADE ON A SINGLE CANE. IL I- - -lil ;� ;;, _ 1= -I =1r�i 34 �- C JOB N0. DWG. N0. III�IH I_ I -? O PIS INDICA) C0o09-014 � k -INDIAN HAWTHORNE SNOW (RAPHI LE I-III=1i I II,r> , w: T 11�1i�� I I- it °' ;',<' - »'' -_ il`-`1T 1T SUBMITTED: -- -- o SURV. BY: 00 �1 I �L-I 1 --"moi r• = 1=- I-II -' t�@1T =1 �1 II -I 1-1 Ii1 I I I =+i -11-I -1 II SHRUB & PLANTS NOT FOR SCREENING 1 GALLON EACH: ., I_IIL 1 II IIII-_ ��I�I- EXISTING SUBGRADE ���������� THIS SEAL WAS - HOLLY, "MARY NELL" (LLEX SP.) �P�E OF TEk It AUTHORIZED BY i .•••.. .qs 1I TREE WELL WITHIN LANDSCAPE ISLAND - VARIAGATED PITTOSPORUM ITTOSPORUM TOBIRA i t� STEVE E. DUNCAN, 0 �' ) i * : •• I P.E. 83252 !I U N.T.S." / - NANDINA COMPACTA (NANDINA DOMESTICA) 00 *; , , , • , , , , , • * ON 02/01 /2011 V) / STEVE •E DUNCAN / o - INDIAN HAWTHORNE "SNOW" (RAPHIOLEPIS INDICA) _ l� •. $3252 00 o - MINIMUM OF 200 PLANTS USED TO REACH O - � 1-13j00 -41c" NSEa•''• r' SHEET N0. Fur l F REQUIREMENT i0�L C4.0 it 0 POP. 1ANCE � at D v lig NT' FRV1CFS ; ,^rannin i e AceCpl. I PLAT FL:Do V/ CONSTRUCTION EXIT SILT CONTROL PER B/CS SWPP1-02 LOT 3 LOT 3 LOT 3 LANDSCAPE ISLAND ANALYSIS: CONCEPT 3 P' 7c r, G 1N10"X10"X6" DI TEE PARKING ANALYSIS (7.2.2) :ISLAND PROPOSED SF END ISLAND SF CONCEPT 3 SF INTERIOR ISLAND SF c�C 1^'10" GATE VALVE AND BOX HANDICAP PARKING pN�YLSIS (TAS) : CONCEPT 3 PARKING ANALYSIS (7.9.B.6) " REQUIRED: REQUIRED (PRO -RATED): : A 9 Q 6 18 0 72 6 N/A 1N� DI 22.5 BEND REQUIRED: , 1N6" ISOLATION VALVE (SEE SHEET C2.0) m 25,000 SF @ 1 SPACE/250 SF ....... 100 HANDICAP SPACES (101-150) .... 5 TOTAL PARKING SPACES = 128 B 237 N/A N/A 237 FM 281$ SITE 1-2" TAP V PROPOSED: VAN ACCESSIBLE (1 PER 6) ..... 1 128 @ 15 SF PER PARKING SPACE ....... 1,920 C 376 180 N/A 196 LOCATION 1-2" WYE REGULAR SPACES .................. 120 PROPOSED: D 1969 360 1609 N/A 1-1/2 OOMESIIC WATER METER &VALVE PROPOSED: N1=1�2��R IGATION WATER METER & VALVIE H/C SPACES .........................s HANDICAP SPACES., , - , • , , - , • , , 8 SEE CHART E 674 N/A N/A 674 TOTAL SPACE5.....................128 wV� VAN ACCESSIBLE.. •••••••••••- 2 F 677 360 N/A 317 EASTE � 0 PARKING ANALYSIS 7.2.E TREE WELL ANALYSIS 7.9.E.3):468C0 IR O INTERIOR ISLAND PARK ( ) G 18 0 N/A r REQUIRED: Q 296 H 47 180 N A � �6 / TOTAL INTERIOR PARTING = 104 350 LF BUILDING WALL FACING FRONTAGE I' - I 1512 N/A N/A N/A __� - - 60 �_� • a•� EX- RANT 104 @ 180 SF PER 1E INTERIOR SPACES 1260 350 LF @ 15% ..................... 53 -�--�_ - Yl , , , , - - , , , • . , , • . . ............2809 1 TREE WELL PER 6 LF OF 150......... 10 J 292 180 N/A 112 0' 30' 60 _ EX: 4 HOLE PROPOSED: I - - .., ---BEGIN NEW - _ - - - - - _ PROPOSED: K N/A N/A N/A N/A FruRErs - #-- -_ _ VICINITY MAP UR ry _ _ " -- N V "` ' �_ "� TOTAL TREE WELLS ..................... 10 L 1248 180 1068 N/A -STRUETURA0ACKFiIl ' �� -_ _ �'- s"j` 4 u u " Ex: 4' MAN- L� SCALE: N,T.Sl DER PAVED AI,EA�,.TYP. � IX. 10 WATERLINE M N/A N/A N/A N/A N 180 180 N/A N/A `�-_, •� ,� - o°# " 4�4,`"`�\, EX 48" STORM PARKING LOT ANALYSIIS NOTES \ V. STORM NLET �•-n� '-n-=, - _ i 04-- 9 g� \"� 0 390 18 0 N/A 210 THAN ONE HUNDRED I � F'- � --�, • _ 1 2 _ -, � � � Fes, '-�- SEWER CONDUIT � 3 ` � `-_ � 4'� • 7 " _ J ` P 1343 180 N / A 116 3 -LOT 2R & 3R COMBINE TO HAVE GREATER I WENTRY (120 PARKING SPACES I9a6 f f - EX IFI STAl1�Ot�` -•' �s.-, y 3 k �� Lam°R�`! 10' MIN. 363 N/A N/A 363 ) , S� DOMESTIC - E � �%G f -_ mQ3 N Q REMOTE FIRE SETBACK TELE o DEPARTMENT �1 ��//�j \$-- -�_ #Cqa�� SNF R 3557 N/A N/A 357 - CONCEPT 3 WAS PRORATED ON IAT 2R AT 15 SF/ PARKING X4 C,,�" sr '� ,I I I + y� 1 •' , i� ' I. CONNECTION y ...� \#.._ 4\`4� " =" q'''�E� \ S 357 N/A N/A 357 �y ti ° x ` 4 SPACE . THIS SYSTEM CONTINUES WITH IAT R �/� 8 AWWA C-909 CLASS 200 1 % . rn 6 SCH 40 T 899 180 N/A 719 ! I I DR 4 PVC PRIVATE FIRE UNE 1 !! c I SANITARY SEWER SERVICE "�h`�N� �"� - 35 SF / SPACE = 1800 SF/ 120 SPACES ° .� ' 1, ; �, 4ae 2 I •� 1% MIN SLOPE . �__ �' 4C ��� �' EX. HYDRANT TxDOT ROW PROPOSED Iohl DI BENDS AS REQUIRED �, , E 31 2 4 "• .ten S _ -6 F/ y` „\" BOUNDARY 9,632 2 , 340 3,691 5 , 001 n/ TOTAL SF I 1 w 1 O ,\ rte.`" I I PROPOSED 20' PUE 1 : 0 FT SIDEWALK -� ryb -� 3S7 w " o r___I r__, r__� r__� FSE _ 1 X4 1 PROPERTY 8 RED FIRE LANE STRIPPING / 2 2 a �' �2 CTQ ' , \ 0 2_.ea3., % 4 "`.�\\ i UNE pq/�T WITH REPEATING 4" WHITE LETTERS 1 ( 113 E • - �� " ST -FIRE LANE" "NO PARKING° 9N�O j c . EE MEP FOR _ T O� �I/ "TOW AWAY ZONE" TYP. O I 4 3 3 CONTINUATION PROPOSED TREE WELL LOCATED /' 9 2 0 _' r „ - 6` �`�' 1/ �!, NT �GIi ��//l/ ��/� P -, Z l p . _ �/� �/G c,Q �s o j I I m 3 e �_ 7- 9� S `�\ T qT ON INDICATED CURBS F F x I �! 2 WITHIN LANDSCAPE ISLAND, TYP-10 JzglgR 2, �cr_i 5 1 4 ® 3 6 % �� ems - ��e �'\4 J� / ON� T� Q( X0.6 - _ ryp• ryp• \ 8 1 .' . ` h\ ` V'�_`\ C j+d A „ ,5' ARKING LOT TEXTURED CONCRETE O D' 9 ♦ 4 - ,... - - . - - .. - - - „ "� AE `� O F' I 6 6 LIGHTING ISLAND" a 10 .�. -- ••.� �4EX. 8 WATERED O�SjgC % N 117 PAVEMENT, SEE DETAIL �. , 21 cs /` ('� 1 o8 I a° 7 `�° 3$78 3 1g Z5/ "�!STORM INLET ��'p _ o " \N � ' 20' PUE VOL 7675 PG 282 OPRBC CURB STOP TYP. , _ \�i^Tit _j IA8��� '"�4` �'\..` /S T M 7 s/ ' 7 8 1 _ % E BENCHMARK OTE .3 ' 1 ®6 ' b i J 10 FT SIDEWALK M�a6 ` a !"� / (/�� Ly �Ia°9 I o8 8 90 r I ---'l 1 -I NSA u 5' PEDE `' S BU�DI ING�LINE SFT O� q� S a 10 PATHWAY 9 9 �� 1 I .' ` �\ ' 8``' k 4.8 tiX pis �F t5 I ( I 8" RED FIRE LANE STRIPPING !1' 1 ,� o 11 I 4' SQUARE WHITE ° I _� - W i S BIKE PARKING WITH REPEATING 4 WHITE LETTERS 4 ! ( 1 10 10 HANDICAP SYMBOL ON 5' X 9'), TYP. -FIRE LANE", "NO PARKING", 12 FL 9 BLUE BACKGROUND, TYP. 4 1 ( `TOW AWAY ZONE °, 11 11 1 I I R P D1.1 PUE • I 10 OF HOSE J O LAY ON INDICATED CURBS �i tib 1 I 13 12 12 TRUNCATED DOMES TO EXTEND �° ¢' FULL WIDTH AND LENGTH OF`\ . V - PROPOSED 3R OFFICE BUILDING HCAP RAMPS, TYP.-2 8" AWWA C-909 CLASS 200 1 \ `� 7 I i 114 13 13I LOT / ZONED C2 i t,1 ' OR 14 PVC WITH DETECTOR TAPE 1 I I ( ( f~ 12 N 4.740 ACRES I ANO TRACER WIRE, I \ 15 J 1� Lz FINISHED FLOOR = 340.09 SEE SHEET C2.0 FOR DETAILS 1 I' h 0, 14 14 HANDICAP SIGN WITH VAN 1 /( z 13 � HEIGHT = 21 6 ACCESSIBLE PLAQUE, TYP ! TOTAL SF = 25,000 SF i a I g E CONCRETE 11 -I• ' \\ �`R\. ~�' PROPERTY UNE 15 15 PARKING LOT - \ 14 I ( I N E� ON _ ND -s` 8" RED FIRE LANE STRIPING WITH 1 1 -- �� � 1 16 16 , . , : " "FIRE m 1� E�"333,5Q 15 -.III J ARK C PHASE 2 P : 13 u. _ - REPEATING 4 WHITE LETTERS ' ' �-33. 00 , _ I � 1 g Ell _ \\ - 4 -, ' ( I 17 17 NO PARKING, 'TOW AWAY ZONE, TYP. 1 , R U DSC PER CITY ORDINANCE` \ \ EX. IRRIGATION 'METER 'AT 7.5 BUILDING UNE - GROUND MOUNT TRANSFORMER i 10 ON INDICATED CURBS !1 1 1 ( �� \ 1 I 18 18 0 16 i it /'.' I I I A VIGA ON AND \�\ I i I 9• SEE MEP FOR I CL SEMENT DETENTION POND 9 4-2 UNDERGROUND 1 N VO/ - 0 \ 4 ' n 2 t CONTINUATION ° ��i i / I I M "' N I 19 0 + ELECTRICAL CONDUITS REMOVE TEMP , ti"'' 11. 4 WHITE 1I, i 1 � CN I og 1 ®CURB _o2 0 n i�l,` , -- 6 -- -- - / JIB , I 1 I i _ _ STRIPE, TYP. 11 , 1 7\5' BUIL �` , N I� I • I M �5 PGB I' \� �' 11 , H 13150 i 2 3 4 5 6 7 8 9 10 11 12 13 3DD LAY 4'(pj �S/ I I I h `n PRB C ` F ,/ \ , �\ 476 1 I O 18.0 o N OF HOSE i �� II M `\♦ II 3'T t0 677 \ / I i9 °j• 180 I i / 1� � � I5'-BUI ' --- , n =�:-� _'�� -xxiitt••YY--II44r"--ss-n--ar-z,--a � O,=rU�MPSTER AREA, S - EE -----------------_.....15,BUILDING UNE 4 1 ---------------------------------r- '-/--- -- --r , 1r '- i ---- -- -------------- '-- 3 I ------ CF3 / 4? -UL-- OP -OP- P -OP -OP -OP -OP -PP- P-oP-6P-�P-OP-GP-UP-OP--M--DP- OP-pP OP OP-OI-OP-M-OP-■P-OP-PP-■•-UP-QP-OP-U4-M-04-W-OP-VP-OP--QP-W W pP QP --_OP _�..vc___ __ __ / ����/�� 00 BEGIN E - ' 18.481 ACRES > » 'A/ CURB &EGUTTER REFER TO ABOVE CHART POWER POLE CITY OF COLLEGE STATION N 45:29 00 YY , Q. „ PROPERTY LINE�jT� FOR ISLAND ANALYSIS POWER POLE CURB & GUTTER, TYP. ' PROPOSED 20 FT PUBLIC ZONED AO - AGRICULTURE OPEN 2 GUY ANCHORS� � PROPERTY OWNER/DEVELOPER UTILITY EASEMENT N IX. STORM INLET , � " ; ' " "HOLE DUMPSTER PAVEMENT AREA SANITAR L SEE .SHEET C2.0 FOR DETAILS I R/M = .336.95 R/M = 334.99 FL 6 " NE = 325.65 FL 6" NW = 326.8.3 POWER POLE Q " BY: SOUTHCORP LLC, GENERAL PARTNER FL 6" SE = 325.75 FL 6" SW 326.90 OVERHEAD POWER ... i0 n//v AAinun00 9'rl C/O SOUTHCORP REALTY ADVISORS, INC PROJECT SPECIFIC NOTES:F­ NOT RE 3401 ALLEN PARKWAY, SUITE 200 W 180=' 0 1 HOUSTON, TEXAS 77019 v1 1. CITY OF COLLEGE STATION, JOSEPH E. SCOTT LEAGUE, A-50 9. NOTE REMOVED. DUWSTER ENCLOSURE NOTES: (713) 960-1880 1. 6" CENTERLINE OF BOLLARD TO FACE OF CMU WALL M BRAZOS COUNTY, TEXAS. 10. NOTE REMOVED 2. 8" CMU BLOCK WALL -6'TALL REINFORCED CONCRETE 3000 VALLEY PARK CENTER PHASE 3 Y 2, BUILDING SITE FOR VALLEY PARK CENTER PHASE 3 IS ZONED 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE 3. 4" BOLLARDS 36" TALL PSI ® 28 DAYS, DEPTH ;n 36.0 (MIN) 36.0" (TYP) � 4 DOWEL a C-2 FOR COMMERCIAL INDUSTRIAL. STANDARDS OF SECTION 7.10 OF THE UDO. THE LIGHT # ,> VARIES PER PLANS LOT 1R: 4.655 ACRES 3. ALL PROPOSED SIGNS WILL BE REVIEWED AND PERMITTED SOURCE SHAL_ NOT PROJECT BELOW AN OPAQUE HOUSING \ 16 LOT 2R: 2.240 ACRES 6" LOT 3R: 4.740 ACRES! SEPARATELY. THIS SITE IS PART OF THE VALLEY PARK AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT !° SLOPE PER PLANS 'GMtlG®®� -TOTAL DEVELOPMENT 11.635 ACRES HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A ,z' MIN _ BUILDING PLOT. / \ ;•�;'°.�••:�•-� SLOPE PER PLANS �+ .IANC c CMANNER ROSS THATNY THERPR LNETED CONE OF LIGHT DOES NOT / \ ' _ C E CITY SITE PEAN 4. VALLEY PARK CENTER IS A SINGLE BUILDING PLOT FOR THE �' • PURPOSE OF NON-RESIDENTIAL ARCHITECTURAL STANDARDS, `� -__-- W^� W % 12' MIN ti'j?S;ry = LANDSCAPING, AND SIGNAGE AND SHALL COMPLY WITH 12. FIRE FLOW FOR 45 OOOSF TYPE IIB = 3,250 GPM. BUILDING LO STANDARDS IN THE LIDO REGARDING BUILDING PLOTS OVER IS REQUIRED TO BE SPRINKLED, THEREFORE REQUIRED 50,000 SQUARE FEET. FIREFLOW WITH 50% REDUCTION = 1625 GPM FROM TWO% co r J 0 N E S & C A R T E R, I NC. � 5• FLOOD HAZARD STATEMENT: ACCORDING TO THE FLOOD HYDRANTS (1,y EXISTING & 1^ -PROPOSED). '� �Y �IN ` .� ENGINEERS•PLANNERS•SURVEYORS N INSURANCE RATE MAP COMPILED BY THE FEDERAL EMERGENCY 13. ALL WORK SHALL COMPLY WITH THE CITY OF COLLEGE DUMPSTER AREA '�oVV Texas Board ofPtofessionalEngineersRegistrationNo.F-439 CL MANAGEMENT AGENCY FOR THE NATIONAL FLOOD INSURANCE STATION STANDARDS SCALE: V-10' 8" SU13GRADE COMPACTED TO 95% 1716BriarorestDrive, Ste. 76o,Bryan, Texas 77so2(s7s)731s000' i PROGRAM, COMMUNITY PANEL N0. 48041C0143 C; BRAZOS 14. SURVEY PROVIDED BY JONES & CARTER, INC. STANDARD PROCTOR WITHIN +/-2% OF a DATED JULY 2 1992 IT APPEARS THAT THIS MUM MOISTURE. STABILIZE WITH 6% TEXAS D OPTIMUM SCALE: AS NOTED DGN. BY: COUNTY, TE , PROPERTY DOES NOT FALL WITHIN THE 100 YEAR FLOOD 15. FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON o THE ISOLATION VALVE. THE LOCKABLE LID SHALL, ATA LIME BY WEIGHT. > HAZARD BOUNDARY. P NG MIX AS SPECIFIED " DATE: AS NOTED DWN. BY: 6. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT MINIMUM SUPPLY PROTECTION AS THE AMP OR USA, LL562 9" PERIMETER BAND B LANDSCAPE ARCHITECT ■ 1.9 STEEL TUBING -- BACKFILL BEHIND CURB � � JOB N0. C0009-014 DWG, N0. SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO LOCKING LID. ALTERNATE LOCKABLE LIDS SHALL BE PER GEOTECHNICAL SLOPE FINISHED GRADE PER -- 0 APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR HIS BE VISIBLE FROM ANY PUBLIC RIGHT OF WAY OR RESIDENTIAL NOTES: RECOMMENDATIONS LANDSCAPING PLAN. SUBMITTED: SURV. BY: 0 DESIGNEE. MIN. SLOPE ®2� 0 DISTRICT WITHIN 150' OF THE SUBJECT LOT MEASURED FROM 1. HEAVY BROOM FINISH 0 16. THE DUMPSTER CMU WALL MUST BE PAINTED WITH A HIGH 2. 3/8" WIDE SAW CUT JOINTS NOTES: i! I it-�!--i ! '` i! i 11-I MOUNT TO CONCRETE ������ 0 A POINT FIVE FEET ABOVE GRADE. SCREENING SHALL BE BUILD PAINT TO RESEMBLE PLASTER. 3. 2.1'X2.1'SQUAREPATTERN !-! !!-!!-�:' ` ..• >:��i- _� _ ,! �� \� THIS SEAL WAS COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE 1. EXPANSION JOINTS: 6o'MAXSPACINGANDATALL ! ! �!! :yK� , :..; i T - SURFACE W/4 -GALVANIZED 6'X3" STEEL PLATE �pCE OF TEkgtt� AUTHORIZED BY TO MAINTAIN A UNIFIED APPEARANCE. 17. TRANSFORMER TO BE SCREENED USING EVERGREEN SHRUBS RADIUS POINTS, PT S, AND PCS _ ! _.- ,;,;�, J -BOLTS WELDED TO RACK 5 .• •.,S t STEVE E. DUNCAN, PLANTED ON THREE SIDES AS NOTED ON LANDSCAPE PLAN I !!! �!-IT �.4 -� 4, !_n- ! !_! 1 7. AN IRRIGATION PLAN WILL BE APPROVED PRIOR TO C.O. IT 2. coNTRACTIONJOINTs, 10 MAX SPACING urs rn!=!!If ! T -JY' ' • _ ,. o P SHEET. CT L=III_ 1>= - �" N�. i-!� - 0 * : * �j P.E. 83252 3. THESE ARE THE CITY MINIMUMS. REFER TO �011 �� ':r �� � r 1I i 00* ; • : * �� ON 02/01/2011 r WILL INCLUDE A PRESSURE VACUUM BREAKER OR R Z GEOTECHNICAL REPORT FOR PROJECT i !! /"""""""""6"N "�- _ - I -iii = T / STEVE E. DUNCANBACKFLOW PREVENTER INSTALLED AND TESTED PER CITY 18. ELECTRICAL CONDUIT TO PROPOSED TRANSFORMER IS TO BE RECOMMENDATIONS I T !!_!!-� !! !�_!! !! !!�!!=�1�!!�I ! !! !-! - ••••••••••••••• V' ORDINANCE 2394. INSTALLED PER COLLEGE STATION UTILITIES, (CSU) F 1, . 83252 o IXISTING SUBGRADE L wl �0�,•4�CENs�p•,•• SHEET NO. g 8. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, SPECIFICATIONS AND DESIGN, CONTACT: SAM WEIDO (979) DECORATIVE ROCK, OR PERENNIAL GRASS IS REQUIRED IN 764-6314 CURB AND CONCRETE PAVING SECTION TREE WELL WITHIN LANDSCAPE ISLAND CITY STAND BIKE T F 0 PARKING LOT ISLANDS, SWALES, AND DRAINAGE AREAS, THE 19. CONTRACTOR TO REFER TO CSU ELECTRICAL LAYOUT FOR TEXTURED CONCRETEPAVEMFNT N.T.S. N.T.S. 14CE,hiss/ONAL•E C, 1 O - N .S. iX% o PARKING LOT SETBACK, RIGHTS OF WAYS, AND ADJACENT CONDUIT AND TRANSFORMER PAD REQUIREMENTS. N.T.S. 6A PROPERTY DISTURBED DURING CONSTRUCTION. FEB OtM11 GUIL� ION DEVELOPMENT SERVICES 0%0 • I ■ PLAT FILED: Z 2 to, au RESIDENCE 250, 0p�___ =249.00-- - ----- 9.00- f 247.00 L 0 y � � 1 S LIMITS OF FILL AREA ��\ Op, 47 LF OUTFALL FL 240.00 �. \`---•�'� EXISTING I 1. CONTRACTOR TO BE RESPONSIBLE FOR EROSION CONTROL DURING AND AFTER CONSTRUCTION. CONTRACTOR SHALL INSTALL EROSION AND SILT CONTROL MEASURES AS REQUIRED DURING CONSTRUCTION AND SHALL REMOVE TEMPORARY MEASURES WHEN PERMANENT COVER IS ESTABLISHED. 2. ALL EARTHENED AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE REGRADED, SEEDED, AND FERTILIZED. 3. FILL OPERATIONS ARE TO BE ACCOMPLISHED BY PLACING MATERIAL IN 6 INCH (LOOSE MEASURE) LIFTS AT ±2 OF OPTIMUM MOISTURE CONTENT AND COMPACTED TO 95% DENSITY AS DETERMINED BY ASTM 0698 (STANDARD PROCTOR). 4. SELECT BORROW MATERIAL FOR FILL OPERATIONS SHALL HAVE A PLASTICITY INDEX (PI) OF 8 TO 20. 5. MAXIMUM CUT OR FILL SLOPES ARE NOT TO EXCEED 4 FT. HORIZONTAL TO 1 FT. VERTICAL. 6. CONTRACTOR SHALL SUBMIT TO THE CITY OF COLLEGE STATION, FOR APPROVAL, AN ELEVATION CERTIFICATE OF FINISH ELEVATION FORMWORK DURING CONSTRUCTION PRIOR TO POURING CONCRETE. 7. POST CONSTRUCTION CONTRACTOR SHALL SUBMIT AN ELEVATION CERTIFICATE TO CITY ENGINEER FOR APPROVAL PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. 8. OWNER SHALL BE RESPONSIBLE FOR REPLACING ANY PRIVATE PAVING OR INFASTRUCTURE LOCATED WITHIN THE EXISTING UTILITY EASEMENT IN THE EVENT THE CITY OR CITY'S REPRESENTATIVE MUST REMOVE SUCH IMPROVEMENTS IN ORDER TO ACCESS THE PUBLIC UTILITY. I POOL 6„ 20�\� 4"1 S 20' PUBLIC UTILITY AND AS SHOWN ON PLAN/ PROFILE SHEETS / DRAINAGE EASEMENT TYP. SILT FENCE DETAIL SF ww I , l , APPROXIMATE LIMITSOF ! SILT FENCE DTL. N.T.S. 6 DETAIL l DING 100 YR FLOODPLAIN 'F=248.27 ` \ I( o° f \N , �O N EQUIPMENT PAS \ y <2 ELEV. 247.50 \O� POOL DECK POOL DECK REINF ` #3 @ 18" O.C.E.W. 7-4 N N N N \✓ �C�Ti �p 4'-0" 18" SELECT 0 0 0 0 BACKFILL —� — LIMITS OF FILL AREA SEENOTES 10% MAX SLOPE 18" h 'BY OTI C ss LEGEND IRF = IRON ROD FOUND FL = FLOWLINE G = GROUND P = TOP OF PROPOSED DECK TG = TOP OF GRATE T = TOP OF EXISTING PATIO GRAVEL D CONCRETE \ \ \ \ \ ' \ \ \ �x \ \ \ RIVER ROCK FILL �bt A y . A \, \.A;�\ A A/\ \\\ o ///�\/ ATROUND NURAL G X/ \ \ \ \ \ \ \ K\11 /;\\�/\,\�\\�\i \, /; ///\\/��/\\i /\�/\\/\�/ , /\\/\\/ S - iiiiiijimi \ \ \` ` \ \\ PERFORATED PIPE \ ss / \ MH - 1 s \ \ z v i ; z gof X ---., 21 VCP £ , ` SANITARY SEWER ~�-\ SECTION A A G 240.60 10 LF 4" t PVC PIPE 11 LF 4" t PVC PIPE Y i s tg Y / / G 240.80 r ffk } ^ OWN ftwl"01, 240.45 ~. G 242.45 /RF 111=101-011 4 film z :aim ,� �,•_' F12 TLF 4" PVC. .' R'I PERFORATED .• \ FL 240.26 FL 240.30 G 240.T6- �� G.240.80 1'� ss G 243.50 20 LF 4"PVC�.� \ 13 LF 4" PVC PERFORATED PIPE ` PERFORATED PIPE I GRAVEL UNDERDRAIN LAYOUT r c: E cif (D a O E o L- E 0 0 w 0 i v o N r- LLJ N Q \ \ p 0') 0)- E N CL Z N (n I i U ol � E 0 00 o) a / (� &) O r- 0 O n o� © o U 0x 0) W o / �. 00 G z CDCD _(!� E� 0 Q ■� y CE Q Q z Q W g) 4- c W N.T.S. 3 �N w ■ �z i U) � tr ii `� o � �..-� ter- 1' -- CE ] 00 00 2 8 W� (3E ■ V) K, Waljoxe i5 z L0 g .Z I z z� z X "� W �LLJ� m -► BY OTHERS �; � � � Z w w9� POOL COPING L'- to & -� p ° ■ U K m N ■ �z C'4 �� EXPANSION JOINT 5'-6" MAX Pool 3'-6" MIN T i GEOTEXTILE I GEOTEXTILE 7-U ANCHORAGE TRENCH METAL, WOOD, �' BACKFILL WITH TAMPED OR SYNTHETIC NATURAL SOIL POST OR STAKE N`— F- a� Ok a SUPPORT POST ' ANCHORAGE VARIES FROM SITU SOIL TO = CEMENT MORTAR NOTE: CONTRACTOR TO INSTALL 3.Om OF SILT FENCE PER 30.Om OF TRENCH LINE AND I POOL 6„ 20�\� 4"1 S 20' PUBLIC UTILITY AND AS SHOWN ON PLAN/ PROFILE SHEETS / DRAINAGE EASEMENT TYP. SILT FENCE DETAIL SF ww I , l , APPROXIMATE LIMITSOF ! SILT FENCE DTL. N.T.S. 6 DETAIL l DING 100 YR FLOODPLAIN 'F=248.27 ` \ I( o° f \N , �O N EQUIPMENT PAS \ y <2 ELEV. 247.50 \O� POOL DECK POOL DECK REINF ` #3 @ 18" O.C.E.W. 7-4 N N N N \✓ �C�Ti �p 4'-0" 18" SELECT 0 0 0 0 BACKFILL —� — LIMITS OF FILL AREA SEENOTES 10% MAX SLOPE 18" h 'BY OTI C ss LEGEND IRF = IRON ROD FOUND FL = FLOWLINE G = GROUND P = TOP OF PROPOSED DECK TG = TOP OF GRATE T = TOP OF EXISTING PATIO GRAVEL D CONCRETE \ \ \ \ \ ' \ \ \ �x \ \ \ RIVER ROCK FILL �bt A y . A \, \.A;�\ A A/\ \\\ o ///�\/ ATROUND NURAL G X/ \ \ \ \ \ \ \ K\11 /;\\�/\,\�\\�\i \, /; ///\\/��/\\i /\�/\\/\�/ , /\\/\\/ S - iiiiiijimi \ \ \` ` \ \\ PERFORATED PIPE \ ss / \ MH - 1 s \ \ z v i ; z gof X ---., 21 VCP £ , ` SANITARY SEWER ~�-\ SECTION A A G 240.60 10 LF 4" t PVC PIPE 11 LF 4" t PVC PIPE Y i s tg Y / / G 240.80 r ffk } ^ OWN ftwl"01, 240.45 ~. G 242.45 /RF 111=101-011 4 film z :aim ,� �,•_' F12 TLF 4" PVC. .' R'I PERFORATED .• \ FL 240.26 FL 240.30 G 240.T6- �� G.240.80 1'� ss G 243.50 20 LF 4"PVC�.� \ 13 LF 4" PVC PERFORATED PIPE ` PERFORATED PIPE I GRAVEL UNDERDRAIN LAYOUT r c: E cif (D a O E o L- E 0 0 w 0 i v o N r- LLJ N Q \ \ p 0') 0)- E N CL Z N (n I i U ol � E 0 00 o) a / (� &) O r- 0 O n o� © o U 0x 0) W o / �. 00 G z CDCD _(!� E� 0 Q ■� y CE Q Q z Q W g) 4- c W N.T.S. 3 �N w ■ �z i U) � tr ii `� o � �..-� ter- 1' -- CE ] 00 00 2 8 W� (3E ■ V) K, Waljoxe i5 z L0 g .Z I z z� z X "� W �LLJ� m -► BY OTHERS �; � � � Z w w9� POOL COPING L'- to & -� p ° ■ U K m N ■ �z C'4 �� EXPANSION JOINT 5'-6" MAX Pool 3'-6" MIN T N 0 K I �t q, FYI �� i •••. I 7-U oc V/ ` / ............. .� CHAD EMMEL \/ / /\....�. BY OTHERS\ \\ Lq C) N`— F- a� O a cfl m LJ = a C) . Q C� CD viZ w O 3 0 N.T.S. 2 Y SEP 2 8 11 oilJ G342.60 COLLEGE jITATION ENGINEIN i! 21 LF 4" cu PVC PIPE X I O 7 LF 4" `�_ Im PVC PIPE FL 242.56 to O Iw G 243.05 �- \ ® •� G 243.50 �.� CONTRAtT NO. 6980 17 SNEETI NO. it • 1 1 • l.i N.T.S. 0 I �t q, FYI �� i •••. I 7-U V/ ` / ............. .� CHAD EMMEL \/ / /\....�. BY OTHERS\ \\ ...... .� l .o .• 1 U34 LIZ, N.T.S. 2 Y SEP 2 8 11 oilJ G342.60 COLLEGE jITATION ENGINEIN i! 21 LF 4" cu PVC PIPE X I O 7 LF 4" `�_ Im PVC PIPE FL 242.56 to O Iw G 243.05 �- \ ® •� G 243.50 �.� CONTRAtT NO. 6980 17 SNEETI NO. it • 1 1 • l.i N.T.S.