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DRAWING UPDATE SYMBOL LEGEND Posted Set- Local Auth city Al Addendum 1 02 Addendum 2 0 Addendum 3 D Posted Set Update SPR Change Proposal Requ st (CPR) M� Minor Change . 0 ,1 low :J - - CEILING FAN STEEL POLE - - . s SILL HEIGHT AT 42 F.F. CMU BLOCK, PROJECT NUMBER WITH LIGHT KIT TYPICAL AT FLEX. OF CES LIGHT GREY I C z CC PROJECT #1314 NOV 2 6 201 I' SHEET NUMBER SHEET NAME DEVELOPET SERVICES PLAT FLED O AT 01 EXTE IOR __..; - ELEVATIONS FUTURE PARKING EXPANSION S - / t_ 4" PERENNIALS \ - /FEATHER GRASS —� "/ �/ j � / / / / , • ; ` "� NATIVE GRASSES it I THE NEXT STEP PROJECT: FE LLOWSHIP CHURCH BUILDING 3 GAL. JASMINE / 4" PERENNIALS ��• tlx: l l ,l l l ! l l / ' " BOUNDARY OF SITE AREA USED T.fs FOR LANDSCAPE CALCULATIONS. 20' OFFSET FROM SITE IMPROVEMENTS) •� .�al1ti, / / � l / / l l � / i l . 1 / 1 • u K031 PLANTING LEGE LANDSCAPE SIZE. NAME & TYPE [ QTY 2.1"-3.4"CAL 1.25" CAL 5 GA`_ LIVE OAK (CANOPY) CREPE MYRTLE (NON CANOPY) WAX LEAF LIGUSTRUM (SHRUB) N. POINT TOTAL VALUE POINTS i I 150 900 3 40 I 74 ) 10 120 740 TOTAL = 1760 STREETS CAPE ISSUE SYMBOLSIZE 3 NAME & TYPE QTY. 3 Addendum 3 POINT I TOTAL I � p A - _- - Minor Change VALUE POINTS m CL x Sp ( 2.1" - 3.4" CAL CHINESE 2 150 300 cu PISTACHE (CANOPY) I j s Uj 01 7 ! 1.25" CAL I LIVE OAK 4 150 600 (CANOPY) I 5 Gi�L CREPE MYRTLE 7 � 40 i I ! 280 (NON CANOPY) TOTAL - 1,180 I i• i FUTURE L ----- -- -- — • --_ —... --- -- --- -- I I : I PARKIN i .. EXPANSION i a,�.e ®c!^.�e mus® e�scs� e � � a-cr,� ux �z �+� �.� tee^® e�� ®e ®es �e �a � n®a® ra•� � �® � � ...s® I i SHRUBS FOR 50' STREETSCAPE AREA / SCREENING PARKING BOUNDARY � I . LOT BOUNDARY E�f'.�E;�f�:.'�..3 � �r...% / �000 .. ! ✓ 4 • 0'(DI `0�, V j BUS �`t� P7 rfJ �L�@ Al 1E PLAN � AND%S�CAF LANDSCAPE POINT REQUIREMENT: 52, 994 SQUARE FEET OF SITE AREA 52,994 sq.ft. / 1000 = 52.99 52.99 X 30 = 1,590 POINTS STREETSCAPE. POINT REQUIREMENT:_ ((231' - 43') / 50) X 300 POINTS = 1,128 POINTS TOTAL POINTS REQUIRED: 1,590 + 1,128 = 2,718 POINTS POINTS PROPOSED: 1760 + 1,180 =:2,940 POINTS (1800 POINTS FROM CANOPY TREES = 61% OF (>50% REQUIRED) COLGATE DRIVE STREETSCAPE: CANOPY TREES (1 PER 32' OF FRONTAGE) (231'-42') / 32' 6 CANOPY TREES REQUIRED 6 CANOPY TREES PROVIDED 7 NON CANOPY TREES PROVIDED *2 NON CANOPY TREE = 1 CANOPY TREE POINTS PROPOSED) GENERAL NOTE: 100% COVERAGE OF GROUNDCOVER, DECOIATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS OF WAY, AND ADJACENT PROPERTY DISTURBED DURING ONSTRUCTION. SCALE: 1/16" = 1'-0" 4 (P o . ®F 'rrG�,� DATE ISSUE L Addendum 1 3 PEW; SE j 3 Addendum 3 010 ,p ,, Posted Set Update I � p A est (CPR) Minor Change m CL x Sp �9 9a m cu s Uj 01 7 SCALE: 1/16" = 1'-0" 4 (P o . ®F 'rrG�,� DATE ISSUE L Addendum 1 JULY 14, 2014 PEW; SE i IT DRAWING UPDATE SYMBOL! LEGEND I! I L Addendum 1 i i v Addendum 2 3 Addendum 3 ,p ,, Posted Set Update Change Proposal Recd' est (CPR) Minor Change PROJECT NUMBER CC PROJECT #13 SHEET NUMBER A1.03 DATE JULY 14, 2014 SHEET NAME -ANSCAPE PIAN WtF3 0-112i IIq �K PANEL WELDED TO METAL FRAME WOOD BLOCKING BETWEEN STUDS --- AS REQUIRED C -CHANNEL METAL FRAME; BOLT TO MOUNTING BRACKET -------- ---- Z -SHAPED MOUNTING BRACKET; ATTACH TO BUILDING STRUCTURE 2" WIRE MESH PANEL r. PLATE HT. = 22'-8" 2X6 WOOD STUDS - II 11 - - - - - --- - - - - - - - - - - - - - - - LASER CUT METAL LETTER WELDED TO MESH PANEL WOOD BLOCKING AS REQUIRED - 1/2" OSB, REFER STRUCTURAL un J�_.J ill' PLASTER II --------------- Z-SHAPED MOUNTING BRACKET; ATTACH TO BUILDING 311 STRUCTURE WIRE MESH PANEL - C -CHANNEL PANEL WELDED TO METAL FRAME; METAL FRAME BOLT TO MOUNTING BRACKET STANDING SEAM METAL ROOF 2ND FLOOR = 12'-10". �7- 7 PLATE HT. = 12'-0" 3 . A U 1--kil L T/% SCALE: 1-1/2 1 -01 r -1A T EA, 0-1 . . ..... . ... . t --I- J7. i T w co T L J, -i� 7- 00 2" WIRE MESH PANEL -- - 2" SQUARE TUBE, WELDED TO SHEAR PLATE ON STEEL COLUMN IN STONE WALLS AT EACH SIDE OF SIGN N"I Rx/ 11�� kID,E [_4 A 2" WIRE MESH PAI` .- STONE ELEVATION _ _.- 1. ® PLATE HT. = 22'-8" 2ND FLOOR - -12'-10" SCALE: 3/8" V-0" ® PLATE HT. = 12'-0" me- HARDI SIDING F.F.E.=0'-0"- WINDOW TYPE "C' SILL HEIGHT AT 42" A.F.F. TYPICAL AT FLEX. OFFICES SCALE: "'"_,'° SOUTH ELEVATION STANDING SEAM METAL ROOF LOWER SILL HEIGHT TO 42" A.F.F. CHANGE TO WINDOW TYPE "D" 3'X5' WINDOW SILL HEIGHT @ 42" AFF A "1119 i� REMOVE STEEL AND Nzt CONCRETE PORCH IL F-PZ - D; (D CU L CO 1, k- * r 7 1 11-11 -T- 1 T F C) cy, IX ji>it. ... ... . R L 01i Y g - ------ ---- T EAST FACADE = 65% HARDI SIDING HARDI-BOARD SIDING STONE 3 fif SCAL.16 _7 E 1 -0 Lc DATE ISSUE z �_LT-1 OUTDOOR COVER OVER SIDEWALK CEILING FAN STEEL POLE WITH LIGHT KIT LOGO::SIGN, REFER DETAIL 3/A7.01 CHANGE TO WINDOW TYPE "D" 3'X5'WINDOW SILL HEIGHT @ 42" AFF R PIPE COLUMN IL -j g T� E f DRAWING UPDATE SYMBOL. LEG L u rc h U 7: i L L E' -T F -sl -ir 311 -5. 70 JULY 14, 2014 PERMIT SET g T� E f DRAWING UPDATE SYMBOL. LEG L u rc h U 7: i L L E' -T F -sl -ir 311 -5. 70 T — -.I- I L T Addendum L 2 Addendum 2 4 j f 3 Addendum L 3 F Ll 7 Ps Posted Set Update SPR Change Proposal Request (CPR) STONE WEST FACADE 50% HARDI SIDING ENTRY SIGN, RE: Mc - Minor Change DETAIL 4/A7.01 CMU BLOCK; LIGHT GREY BUILDING EXTERIOR: 8325 SF TOTAL FACADE 5120 SF HARDI SIDING 62% HARDI SIDING PROJECT NUMBER CC PROJECT #1314 6H B`E-R SHEET NAME ATO EXTERIOR ELEVATION DATE — (VE) JULY 14, 2014 SCALE: 316" IGH"65 1 -)IV IM LA.. 00 14-11�� C), 1z, Its 4:00 n:T NVId tWZ `6100 3 JdNI" G 3IVG alepdn ;aS pa}sod '8 JNIC]`d�IJ '31lS �_o 3NVNi33HSI 2139imm 133HS V LE 103 ro2ld 00 m39WnN 103rMld a6ue40 aoulW 0 Wd0) lsanbaM lesodoad 86uey0 -ads alepdn ;aS pa}sod N38WnN =Ml x £ wnpueppNf 0 Z wnpueppV 213 iqw° Ol x wnpueppV 0 f}laou}nd jedo-i - }aS pa}sod d Z GN3031109AAS 31.`4(]3 JNIMV-80 1(]. tlWz GG 7 ( . 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I I � I I DEEP CONC. 11 . � I . . . I . -,_� � � I . I I . � I � � I . � I � . I . 14',, 1 . � . I � . I .. . I -1 . . � . � � .11 '. ): DOWNSPOUT COLLECTION & DISCHARGE .. � . � . . / / � . , 100. YE:AR F100D . . . 1, I � ;,.....'' . I . � 1. 11 l� . . .. .1 - . . � I I . : I , : C# - . I I.. ... 1. �.. 11 .1 / / � ,� : ,, -, - .1� loo, ALL FINISHED GRADES ADJACENT TO THE:BUILDING . , . I � � I � . . : . . . I . I .. W/ SLIP RESISTANT I . I . : R \ . .1 . . I I � � 1. I I � .1 IL I . � 11 . .�. ... __f I I I . I I I 1. I . I I . . I '. * . 1. I/ . � I I .. � , I ,. I I . � ____ I � I I * . . - � . I � . I . I _. . __�_� - Z, � . � � � � I 1. . L . � . I ..� . , . � � I I � � I I � I . � � , . / . , � . . P I N I Nj . . , , I I 1. . . I . I I . . I � . . . . . . I � / . . I . .1 I SHALL BE 8" BELOW FINISHED FLOOR UNLESS I .. I ., . I . - . I I I I I I I SION IIELIEVATION . I . I I . � � I � � I . I . . : / . I . I I � . . I - . � H . � � . I . . I I . . .1 . I . I . B . I I - � I I I . I . .1 � � . . . . I ..� . I I . . . COATING I . . . - . : . ,� . � I I I 11 11 . . � I .. I .1 . . H . . � I . 1___v I . , . SCALE! NTS I � �, . � . I I 11 I . I . I ,� �. I I . . TED POLYETHYLENE PIPE (CPP) WITH . I � U . , I I . FURNISH AND INSTALL A DOWNSPOUT COLLECTION SYSTEM . � � . . I . . I . . I . . . � I I . I . . . / / . . . I � . . . I I ,: � t'. � �.. USING CORRUGUA I I . � . I I . / / , . . . I I . . . OTHERWISE NOTED ON THE PLANS AND .SHALL ACHIEVE . I I � � I I I to �9 * � :- CE - I . I / I I , .,,� . . . I I I � .. . . * . �. 1. 1. / / - . I . �. POSITIVE DRAINAGE AWAY FROM THE'BUILDING. � //1 I I . . . I- � `-L No __-, I � j / �' d,",`���������, � , - CONCRETE SIDEWALK . I . CLJA1'%TU 1KITCOWND T114117 �. . I � 0! 59 1 , \ I . I � . . 1, � I : 1. . . . . . . I I / / I � - � ..- I . 2. ALL SLOPES WITHIN ACCESSIBLE AREAS.SHALL BE A . . � I I .1 � I .0 I I I . . � 1. i � .. I . � / / I . 1. I I � . . . � I I � 1 - . � I \ / 1. � I . . .1 M. ACHIEVE MAXIMUM � . . . I/ / . I � I � . . 10 111111` ��3 -,. � I I I . PROPOSED DRAINAGE . SYSTE . I . . F, . I � I . \A 0` ��3 1 � . . . . I � . . . I I . I I I � I I . . . I 11 - : �. I . .. I - . / * . . . . . . .1e*1XIN11A - , - - **- I � . I . .. . I . � � I ,,,, � I \ ," . I \1 � I � I ..PRACTICAL 'GRADE (MINIMUM 0.75%).�, * O L ' . I / / . I . 7f. ALL GRADING AND �IMPR`OVEM`EWS �W�NT EEXIS�TING� - I . 1�_";, '1-1 , , , I 11 � .1 . � I . I . . � I . � I I I I .� I CPP STANDARD, FrTTINGS AND ACCtSSORIES. . . .1 . . I �. / I/ � 1: . � ,.. DRAINAGE EASEMENT SHALL MATCH THE EXISTING - � . .1 I I I . . 1. . 1�1'1_1 11 . \ I � I I \ I N i � I � . - . � . � . I � . .� / f .. ,� . � . I . I I ' ' � . I . � . I - I � I I �,6o '' . . ., 11 . . I . I "� ��,;_; - � I . \ � I ... ./ / . . . .. I . �. . .� I ,� . � . � �� � : \ . 111. I \ � , . - � . AND INSTALL: 125 LF OF 8" CPP 0 - . I 11 . I � . I � . � GRADES AND NOT IMPEDE OVERLAND DRAINAGE, FLOW. I . .,- - . . I � I 11 ____;a_� \ _., 1k � . 1. FURNISH . I I I .1 . . I . I . � . . I . � I . . 11 I I . I . I . I � . � I . � : I . .. . ..� I , .. I.. / I STO M SEWER : .� �. I I � . . . �� - .. � I .1 .1 I - ' . I I I .. I \ '11..*.'?.:� .. . I , �, I I �. * I I - - I I ... I . . I I . " . 11 ... �1.2.00% WITH CLEANOUT, STACKED STONE 1. . . . . - I - I / I . I . - . . .. � 1. �_ I . I "', . � . . I C.j% , I �, . � : . .1. � . . .1 . .� / .J INCTION BOX/INLEF . : , . I I I. � I.. .- � .. . : �i I --. - . . . . ." � � ;a 1% . _11 . . . I L " I . . I � .. to I I—. � � I I . I � -1> < i, 11 . I I � . I UIZ5UHAKUL 11LAUWALL ANU 14 1NIk;K KtINrVMkotUl . I r � I . � .� .11 1. . I . � I 1, ,� I I/L INUN NUU I., I— ,,,, , I I - � I __ ." " I `�11 I . . I �, " . . I � . \ I . ; I I > , "', . . � I . ....... I . - _ _ I . � � - . . . I � � � . : I I . " 1. . I . . . � � I . . - : _. 0 . � .TOP=�67.01' I . � 1. . . .. .1 .., I .1- ..� ,� � -- I . . I . . � . I . 7- �0 \ �, : I I . 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I I -1 � . .,--",\ - !_111 / - I -.4, 0- . , , .: I— ,z--,,�",� . I A) . . I I .� I . \ .. 1,�_ I . � _3�.,-H-) . .� . _� 11 . .. � I 1. _ . I .. _k -j \ / /I, � � `�"11*1�' ", ,,�,?:,*!.:"%,�.���-,*',,'.',.,,, �,-.i . . - . I � . . -1. I . _: , . ..4T`,� .".,R.. . I . � � . I . . - . : ' "-\ . I . . �. . I . I . . � I . � I . . . I 1. 1. � I -1? 11 ..;�-���'�'�'�,"fS/F�.="275..*,O.O I � I I I . . � tv . I . I � I � I I I �,,"_,"� " I . . 1 . I \ � I I . . I .._,, I CURB � A--,;,�: ,:,�Ox� � � INT -- , 11 1'// -� .11 � � � z I � . I . "I . I . . . I I � x I I `,� `*" � . . I ";Ii�, 4 ,, . I 1 4" WIDE PA . , . �7 � �. I I ,,:."�', ,��,,R, L. , , I 1\ . I I � I F ., . � I I I C; I I j I I \ %% , IV, . ��. � :--q,--,K _-k " ,� I .. , I . � � I'll . . . I I \ I : \ !"t � . , . - ..., __ ". ` --� ,.,'.����.�:-. I ,.;. . - %I , � "�,�. ",-, -`'7-� .,75,00 - " :.�,%� . '. 0) I I .F �, , ,. <,, I - I .. I I � . , . 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I z . -�t I . 0 '4P'�� ;,tv . .1- I.,.", �',11, � <--, :,,,�;, . I I I I I I . , � - � . I . I � I I . " i . , , ,.",, I I I 1. � I � . � � 'D � .. . . . I � "' .. � . I '111 \ . 1,11� .1 \ EXISTING . CL W I 1. I � , "I'L I I , ,\, � ` 'e4 .""':" � I . , .� I , � 1/' I ,�, � I 4", "". Z;� - =274.84 , 1. " I , � � 11 . . � ,� _", . I � HC SY BOL , �' , - I I . '... " � 11 "!".. .A . . � I : I . . � 0 1 1 A, 11"', 1:,, ", � .1, . . 1. I . I I \ \ . S "I - � I -1 01 ,�. """"'.".., . �_111 I . � bi I .- . � I .�, . � 00 ,�-' TC=272.00 � .. �, - � ,. I . 1�.�.i "I ., . 11-11, (n � w .. e, ,,;�, . . � � I I . I � I ..:.. I . I SCREENING AND LIGHTING NOTES: - , _1 ,, �-� I - I TS= 3 . /, : ,`,,�-,-,-,*,, ... ,'. I . � I I I � \, . I 'I.-, . DUMPSTERS I I I : I 11 �.:. I I TPz=2711 50 , -, ,,, I . . �1, I, I . I'll . . 11, \ I . I V) � . I j ---v - �'d NG' I j IN - �;,.01�,,_ I _ . I . �. . \ . \ . . I I I \ I � I x � I I 1 - � ALL ROOF AND GROUND�MOUNTEb - -th. MATCH EXISTi I / `Z:.,,"::�. , ....", 17 � 11 I i� . . 4 � . `�",::."::�", , I � � . �. .. I I �'. I V ., , , . ..... ."�� . � . .. I I � . * _4 , . . 1, , . . I . . I I < I I - - I � %. MECHANICAL EQUIPMENT SHALL BE SCREENED , . .,. =274.713 ""�, ", . , ",:.. -.1, / . . � I I I . 1% . - � I . I Is 4 . . . "... I � I ., I , IGRADE 111 ��_ N .., .�, A ".... .':", . I I � I . � � . "� . I I . . . I � FROM VIEW OR O E I "on /, , - I I (A . , . .,�.., . � ,..: � � TS=274.90 11 I . - . I I � I I ONCRET -J .. � .. . 11 11 :.b. .1 I t'U3�=274-.40 'I, x',:,� "',"., . I � I . I I I � 11 � I 1. \ - 1: . . -� .. 11 , 11 . I � . t\0 . � - " I . I . . 1. I � . 11, I � 1 8" BUR _�_ PARKING . � VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR . - =1 I � . 1% I ". . . TS/FjFi�:275 00 " I . ,� - � � . \ I -. CN4 I I . . I I 11 I . t v I I � * I", I I � ,� . I I . . . I . . . RESIDENTIAL DISTRICT WITHIN 150' OF THE �1 . " k , 10 _ , I ---,-- �,�.----,, " � ' � � . " i �SCAL - I - � 0"', / . k, r��! TS= I ,.-.,,.�, - "' 5 .. � . 11 � I . . .. .1 � LOT � 2 ' \ I I """', \ r,_ �' � I I I . , 1. . VE . . TC .\ 27o4.77 TS/FF�9175; , 0- ", .. --�:,�',/ ""� I . . I I . " OAK ED LOC.) . . I I > I .. I SUBJECT LOT, MEASURED FROM A POINT - ---2.71'. 1 I ';� 7 % - _N . � ; , 1�, � . � . I � I � I 1\ . . I I � � . I 1. . . . F1 I 11 .1 /1,111� � . N":*-�,�-.1,*,-,--, �� . . \ .� �. . I . . � I . . . � : . � � . . I 0 � . . . BLOCK . � I _� � . . '. , I I � I � .. I . � ,0_111 I I � \11 , .'�,A,, I .� "' , I I ;CREENING SHALL BE - . I TC/TS=274.23 I ." . .1, � - - : " .2 1 � � . I : FEET ABOVE GRADE. SUCH I . � - I Z� . X,i-,,.,, � � vl�__i .,' 75, . I I .. � . 2 - � � . . . � I I . . . 11 IV . .1 , I . . I . I . I I I . . . � . � I I 1. . . 1 1-7-1 &..�w . 11 / I 1*1 . ", 'll .1 � I . I . I � . . � . I I � I ....� I COORDINATED WITH THE BUILDING ARCHITECTURE � TP=273.73 � \& " .-,,t�`:.- I .."111, . I . . . . . . .1 * "'. ' . . I � " , LOT 1 � . � * . � I ... \*- TS=274.60 . ... I I I . . I . � . 11 . , "" . I - 1� I . � . . . I � I . . * ,� ' bURB . TS=274.951\. I I � I I . . . . I I I � .\ . . BLOCK 2 � I I . . .. . .AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. ��g I � B --- � `/_ "', f �/ I . I . I .. . . 2.50- ACRES : . .... .. I... -I'' � . . I . . � . � : I . - .""' . I . . I ,TP=271.25- . TS/TP/fC=274. 7!1�.-TS/7=274.45 I .." �, ' I It I ' � . I I I I I I � . . , . ,., �� RE:ARCH � . I I � __ ,, I f . I . I . . I .1", � .1 . ., � .1 I I . . MATCH EXISTING � . I N, I . ", ""'I "O" � �. . I. . I . . � . . 11 . �,., . \ I" ". � . . I . 11 __ ____j I . I I . . � 11�., . . I I � : I � 11 � . I I . . <,; I - � 4 -7 ,,'/ "I'll" . ." , �.�._.�, ce'll . I . I . I � S � 6.36 ACRES I � � .11 - , GRADE 1� . �-. I ."I . I a Ir" -,\ . d...." .., � I . I . I I . � � . . . � I . . � I . . I I I - . . � . . I . . . � 71� . 2 EXTERIOR BUILDING AND SITE LIGHTING WILL B , I *�. , 19 9, . I /FG=274.38 0 9EJ',,.,,- � fS='272.90 TS/FG_--c273.55 - I I . I 1: \ f SOUTHCREEK-PH. . I .� I . . I 0 ,, . � I . � � . . . . . . . % '�-_- - I . " v \ E ..f."."l, - . � . . . � . _\ r � \ 11. . / is PLANS I r 4 0 :: MEET THE STANDARDS OF SECTION 7.1 1 OF THE I I V. ` � . " r . PER PLA k � PER I - I . z::::TS=274.6O I rs=e4.56 TC @ EJ I � I I . . . I . � I r � I � r � I * � \ , � � I I . . 1, I . r I � / I 11 7� r I I I . . �� . ,r I I TP=271.90 1 . . � ,,�`/t,`�- k!?9. / "i . '\\ I . . \ I I I I I . V -'-. ,.__ .. - ..., . . TC /TS=274.33 16 . � � . ' r � I � . ,r. � SOURCE SHALL NOT PROJECT BELOW AN . - GRADE /I I I -Y e 0 17Z w 274/00 ./-TP=273.83 . r I'l " r . . � � N�� ", r ' � r: . � . ACCESSIBLE PARKING DETAIL � . , UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT , .M EXISTING I I )'\\,.' . � �PER PLANS I _T � � I . r . OPAQUE HOUSING AND NO FIXTURE SHALL I I I . � I \ � "" '" . r TAPER CURB._HT.�!L . / TP=273.90 r , .1 I 1. I � . . � � I I . \ I I . : . I DIRECTLY PROJECT LIGHT jr \ � 1 1 . .1 � � � I . ,r I r . : � � � I . � . I SCALE-. NTS � . I . . I I .. -1,7- -Sz--� -cz _. - _ : I I . 11 . TC=273.55 r � . I I . I � . r . . I I � I \ I I I � � I � . I ., . P\- 1 8 � 11, / I ,I �\ 1 : I HORIZONTALLY. FIXTURES WILL BE MOUNTED IN . - ,,,, I "I __�g --W !;?> - - - - CLEAN( : . I T.P=273.15 j I Irr, I �1.1 I I I I j 274__________L1__r . . 11.1 � . 1. I � � . .1 I .,r F . , r j : 'r � � TP=272.1 O\ .. 1 1.,_,�,, -1 , . f . j j . I r , . � � . !] I : SUCH A MANNER THAT THE PROJECTED CONE OF . , �. w 0 . � . .. j r . j 1� � - ' ' " . . : 4 r' I 11 � . � __ . -t- 4- . r , __ =27 G o . r . TO =274.50J_ _(_ /fS=273.50 I j � j . r . __ I . . j 1_� � ES � � - EXISTING ' 4� __ � I �," &.. r : - $ r I . . I . j � r r SITE, GWUNG &.DRAINAGE NOT I j LIGHT DOES NOT� CROSS ANY PROPERTY LINE. MATC ' : - -, j . I r � \ r . I j I j . . . � '�'. I : ��_ - TP=273.00"' . .15, . . � I 1�1 �.,-,, . j . . � : . . . . .. . � GRADEr_ �"'�) 1. I - ' r - _/_�_ - .. ._._Tf/TF. /TC=274.45 : _a_ - 11 , _f_ r . . j j j r . %, 1�1 1-11., . j j � j j .. " ___1 I I : . � I r ,,.4.,,1,k1..1 � . . r � � r j . . _, : I I OF COLLCOE � . I j . . I . I j I r r RE:ELECTRicAL . I ,\ I j I . I ; � - - .- - � "Ill - r 1_� . � : r - '_ : - I � I .1 . r � "I 11 j . I— - . . � j . I �,* 1t1=z/J.0U 11.1 "..11.1" 11 , j � j � . . / r . . RA .1 . I--,_":, � r --- � __ 16 � -TC=274.00 --jiluiv j � '. .1 r r ;,;;, � - 1. ... I .. I � . j r . , � 1-1 11, I.- - ` 1.r r rr � r ��. . 04:7�H�� ;,_ __ . i, 0 , � � PAVEMENT AS . � -7-, � , I � :� - . j . , : ,r .: j OtWER . j . . I . r . . r . . j : - - I . . j � j I . \ ' / , : . , " L* . j 0 , RE . r .j. r . � r I : I : � j : �_ �9 . I I TA � j . v - TIE-jI N To : ETAIL ST2-03 ON DWG. C- - , r. . � � � � I : j . � .--. . - ,3050 r, j r. . OAK I � I., � N'... 11 . � r r . , /\ \ : . . . - : . � I ___.!; __k - - . ,r � . j Ir . j 1-1 .1 ", ,,---' . * , I � . j� . j . j r . I .j . I : - � ". - � �, / r 11_\ r I � j . . I : - �_ 6 _._ - j I � . . 2., CONSTRUCT HtCk-''Flt 11"tiftwt" T. .. I—, 11) � : . I . . . . . r j ",_� F.. . . \ � � 1",f I � . � � /.�K\ . - - - - .[ I :�Z� . I . � � �' - - - r - .. I VO' " pu- EASEMENT j 12" BUR . !, ,:!� , " ,� REQL EMEN . . ... 'In , \1 A . � �_� , -__-_.,,'5-;__ - . � 10-l" .e28 j , ":,. C� .- . � IRED. . j j � I . r r . .0 () j .1 � . (V r i : 2 T4 '11 80K __�. r . . 'Li. - - . .11 r . I . I ,�""-, - V . I . . � . � � . , . r . � I Ir' . . TP=274.0 7 - TC .. TP=2i3.5: - . r . . I , I 11 '--,-,,,',._ �, �. j -_;_ - r . I I � � r . � . . . �, ,j I j t � r . I . . .k r ' > U0 j : I .j - - . . TC=273 90 : " ___" j � - � � � 1. . r . �11' , . � � r. r . . .. . r / .� � : � Tz7i.68 k 'CA \ 3. CONSTRUCT 5" THICK REINFORCED CONCRETE PAVE�ENT. . I . . . j . -.> j . r . 1 . ., j - . . � � r . r : . : I : I I ,, . ! � - .... I I . � r.. . < r .r z . . jj . . r : . ,�,��, 9 EJ . . I - - ' : ,; S .__.... I � __.� r 11 �, S"'. . . . . . . � j � - . - . . . � . . j r . . : . � j - -:. � � . . . .. � j ", r - . 1 . I I . .*. .r/ � / r : ..... .... I . . j r 1 _.:7� .40 . j� � . j - _j j . � I . � . j � � , I "", 1-1 � j . . . � r . j � j \ . �'' TRASH 4. CONSTRUCT.6" REINFORCED CONCRETE CURB. . : ". � r r M ;U . - r . r j . . I �� S - I � I , I j 0 . . 0 - r , �.) ' . Ir _�TP=273 's .-.,.__a - . , � � 1. . 10 ;r\ � . . � I I �r I I . ., _77: .7, .,. r j r . - - . I I . . .- - ._1 : . . � � 11, . : . .11-1 j .'. " - - : . I ____ S - . - j j � �. � . j - . . I j . � - � . - ,: __9 � -..-. "I � , . r . . f j // ., .7: - Aj . I . . . . . . . . ) � . . : . .. j I I I I . . . j . � . ' ' TC=273.0,9 . j. I -, r', .1. i�- - . � I � . I __ j \ .111, ;11 . r r. I � .j. - \ j .' " � : .60 . j / � ..1., I r r ... : -.'� � . . 1� , j " ", 5. CONSTRUCT 4" THICK REINFORCED .CONCRETE AUA ACCESSIBLE SIDEWALK. j . E; 60 q I r \, I I j C= ��� � - . � I I-- , -.. j .," r � j . : � . OD I I . . 426 \ � I . � � - - ,,,� � . . 71, 1 . I . - - _w_ �__ 1� `� S, - r " � . r - C� �u M � � S11 0 r * I I . � I TP=27 . D� �2�!2 .., .. - TC=27 -_ r. � �,.� ____ � .� . . j � � � :P r . !,�.) - � 7�,,,, � � * I . 1 2.65 ' � � : , . TP=274.10 : . TP=273.76 TC=274-00-- I.- r- . . _� I .. - , - - r . . r . 12",_- .. I ", , - r - ,..,T, , 1� 1�1 I �� 1-1 r � j . 6. � TIE-IN TO EXISTING, REINFORCED CONCRETE SIDEWA-K. . j .� � � - "i I I I , _- ... " : - j - ��., . � ' 'r � j .� r .1 . . r � -, �� j ,.,,, P . .111, -TC=273.0'r _\ -27 TC=2 � . ____ I TP=2N.50 : TC -274.1 0 . r - . 1 �,'� -1 C".1 �_,6,�� _11-___ �, . , \1 I- � � I I . j - : �'4, ,',�. - .." _�_. i 7. CONSTRUCT 4" THI,CK REINFORCED CONCRETE ADA ACCESSIBLE CURB . 0 X.,., `i . I . - , j . TP=273.60 � - r . j j , � j 'r _n �� r 0 1TP=27 30 1 \ " . ** : . j - ..,; . "' .1 F. I.' : .. j j I I I � � i I � � ��___ .. . ..... . 4:1 . I r . . z I 1, TP=' 272.5 , --�-- :8O <��--* TP = 2 7 3.5 5 .-' r .. . r. j :�, A - _11, . - - . CVP, ., __ , - - _- """"1111 . . . . . . . �� 0) � : � ` I j r . __114 4 . r . . j . � _T1 ��,- !i"3 ,,, Y. . j . . . . f � , � f I � : . .. . � . . . j - _�_ - . s --.,-- e. "-", ....... � j j j - r I � , ,,,, - , j 111� I I : . . .. � : j . t-- : r . I I , ,� . I . . RAMP. j w � . . I �. � , � � r W j j 1. 11 . I : . . . . 1. � : TC=274.0 -1 I ." . I j j j I - - - j � "T'-, 1-1 . j I r - j � . . � . � . i . . I : . : � � I j . . , I L. -A j . � : j '-�\ TP=273.5 : . j , j j _U 0 r � � , . I . j . � ,r r r � ..." . \ < I I , 11 3 ) j : *' . . � j I : j . . . . _ � : . � � .r . � �_ - - � jj � �, � . . j � . j � .... .- . ! .. r Ij j j * '* . r : 55 . I . I - �_ - . / . 8. - CONSTRUCT ADA k"'CESSIBLE HANDICAP PARKING SPACES (PER DETAIL). z . � . j. r . � � j. r -0 G) 0 . j ,� . � . . .r 1,1_�Z_-_�,:,., ! - ;`��i I I . : ... . r I - -,� r _.�_ fd;=274. __w _T 12L11 I—, . Ij ��j j r . j . � � . r � . . r .) , . -,,v M 1�� I 1 : .1 . TC=274.36 i�� � _-L I - ARCH.) .-,. � � . r I.-, : . FTC=274.78r --- _��:�,, : � � . � .� . � . j . � 11 0 ' TC=274.0 : . - , j . I =273.86 � 4 TP=274.05 j I . j . � I j . .9. FURNISH AND INSTALL BOLLARbs WHERE SHOWN *(RE , r . . (.11.1" . . P91 I - � : j . BACK r OF . ' . r. j 9 - r .I �, .. ' _ , . . 71 .�, 0 j- : � " � . 0 . TP . , t '� ,J, --Y Sr -'-f _�� � . . . � . !-.,�_ : r � I , , - - ; /_ j . j � � . j . r r � ....... . !_� TP=274.28 . \ - , �7, \ � . I ,,`W� -.11"I'A.'r .D,NER j 1. � � . j 1'..0 k t14 - I j : � : I . .� .... I., . . j . � j 4" WIDE PARKING SPACE STRI j j . OD � . . _:M_ � . �'� TP=273.50 . 1-1: . : ... �. . I j j . I .10. CONSTRUCT - . . . . . . . . � . , �. j . . I CURB j PING. ' � � � r . � � : T, " I TC 274.6 ,r . I I -1 -LE 1`z� - . j -0 . j _. r r , . I . . Ij - . I ! , ! : I j . I - j I � ".1 .-, Il, 10 --K U �, - �_ I -1 . TPT273.65 @ EJ ,T. =274.6 A I 11 0 j .1 . � - � r I - r __ j ii !�o I .1� - r j T j � j I � r. I j j . I � � F, I T_ ( �� I - 9 ;v t TC I C=274.50 �- -�, -� -� -- -- - ___ - - :17" -. - �-;:., I � j � 11. FURNISH AND INSTALL CONCRETE WHEELSTOPS WHERE SHOWN. 13 , r . "t, - .:� - ' ____ __ 1. _= r . �, _t, ---------- --- r - -,(f'. ,r .1 LED LOC.) .. 0 . - � "e:,l � .. j � j M%, I - ,�� I I----- ''. �_ C'1� I i j j I =274.35 'TP= I . I I j I'll : rrr xv_111A��_ r1_1__1,�._ -----,-. , -.-P__1_-_ __ j � -,-- - , -� `��27t , . I .'f� . . 1 �. � r _.__ I - ;;U - r - I -1 __.,� 274.00 __�__ - .---- __ ;��, . � 'r j- � __-, __'_ f ,-`f.`,`,P 5 f I � ___ //1' I ... . . V I (scA , . � . j � � > I . " ; . � , - �r" . _ I r j . , - r j I . � ;:0 C,?., _' ... . ; Ij �. . . . I � r . r r REQUIRED .1� . - -, �- � .1 - ----- - __ - _ _, _ _ __ � I __ __ __ -,--T : �._ - j j I j � j F I __ . � ,,,,, 1,'� .1 TP=273.85 EJ; � � � . �. � :'r . ' - I . � j j . . - � r rl Z . j I..., ,z . ,:_1 a . I . � � � j . I I . � I- . . � � , j . , . r I j � � . j. V �j > . i � . r . . . . r *tl_� � - I � Fi'=.'2 6,'.`5 � 2 O' I .j -1 I , 7\_ 1 r. . f".,;*) � 1`1 . : 1==1 .� � . \ . . . r � I � i � j . j � : I . -,t r . . . � . �. . j I . . : I .41" - . � C j . . . r I j 1 12. SOD, FERTILIZE AND WATER ALL DISTURBED AREAS � . � f _J I � . . . . � I TC=274.75 . . . , - , I I � I . . . I j �, 1.111, . � j. . . . ( ). I . � � I � TC=274.33 ". ", , . I . . j . ..P k: M r . . . � . j . � � j � . I j . � 7� * k TP=2 . j _ j. . . 13. NOT USED . I r 74.25 : 'Y . r� � . . CONCRETE j . .1 .1 . . � . �. �. �_j . � I r . -t j I : . TP=274.36 @ t. I TP=173.83 . 3 . ", i � . . � r � I r I , j. . j I I � I � � j . j r .j . : : � j � . . �- I � 1, j . . . . I . . j r � I . j .1 . . �. � 1 r! R? I : z - I .1 � � I I PARKING . I j � � I I � j j I � r . . j. . � . . Q . . - : I j � I � j � � - j 11 4. NOT USED j � r I I � I I � (_-E] . 11�1--� . 1,"'."-"� � . I j . . I � j . .� I . -U ;;\- 0) . _�_ / - . 11 I 1 15 - r : ir� j : � 00000o...o � � . j " I � . j j . j r . � j � j r , . . . - TC=274.85 : . / r j I . j I I r,j . r . j I r . j . > .;7 (D . I .�`��: r . I I � . . j � ,:, I , I (SCALED LOC.) r r .1. I j j . �.. r j j . . _.. - . � i qA I r I . j � jTP=274.35 &_F1 16 11 i j . . j . I j 0 j 15. CONSTRUCT 8" W I I), E RED STRIPE PAINTED r ON THE'DRIVE SURFACE I I � . . j . . .. � j �j � I 1 � TC_ : . j _E I" .. I I . . I - � -n . j . ., . � Aj r'11 . . � /i TC=274.05 j 27440 A , r j r . j . r . I I i, � . I I r . . I I � . I - . I � I r r �. ,� � . 1.7\ ::E > � r . BACK OF . I .i � .. . 1 TP=27-3.55 � . . TP=27190 : I : : . .. r I I 11 r. I / \ � I "I I I � r I I : : : � I � . . I . r I � : - r . : I . I � : . : . � I I . : . " � . r : � t . : r I . . . I I . . . . I Z P , � : CURB � ,,9,.,TORM ,SEW`Eq� __�� , 'I I I/ r . . : . I � . � ' / r _ r . I r �. . . . I I .. � . . JUNCTION\ TC -274.00 r I I : : : I TC=27-4 : r / I I . I-- '..", 1i . � r � CALED ,LOC.) r . . r . : r TC= 2/4.41 . . . I . : � : � I . . . > . .(S . r ,/ TP -273.50 t.,, - , , ,., I 11 I t . . . r . . . . I � -1 : I ., * ' I 10 � I . I . I '. , - . . . I : W , r . BOX/INLET ' ", r L. -�-ITC=274.857P=274,40 : . � �] . � . . I A : r TP=Z, 2,.89 1 1 1 r - � I : r I .. I - ; I � I � . r . 11, � . � � � -;W r I TC=274.55 : TP -274.35 : . / / : I : I I . I I ,TOP=273.68' � � .1 I .' r I �: I : . . r . 1. . I ! . I I I � I I . . . r . 1 r . \ I I � TP=274.05 - 7 � I—— : I I � _*�V I . � . I r . � r � � � I t "" : � . � . I I . I -1 I � � � I . \1 �, j r / 1 3 / : I I A : : . . I . �� - . : -274.85 1 .r. I � r �, I � 11 I I . � ; --'.I( r � � " , : I 1. . r . : TC_ � � I . . I . . I . . : Tr=97A Rn . TC=275 Of) - - TC -_275 00 : TC -974 FM � � . ; " - . , � , . , . � � . I I . PARKING TABLE I . I I - , . �� I . . BUILDING SF I � - - __ - ,, . 11 0,840, SF , , . S � I - - ___ ___ __ ,4.SPACES REQUIRED . I I I . TOTAL PARKING ,47 + 3HC = 50 PROVIDED I ! C i I.- . �1� � I . � BEHIND THE PARKING SPACES WITH WHITE "FIRE - I r- 4 C10 ,r-- . I I � �.:�.11:, I . I I I .. TOW AWAY ZONE" - STRIPING WHERE SHOWN. ALL CURBING ADJOINING A: LOT I 1z -THROUGHOUT. __< � . . I FIRE LANE SHALL BE PAINTED RED.� FIRE LANE STRIPED � �i V) I I "I � � � BLUUN / - 16. CONSTRUCT UNDER SIDEWALK DISCH I I I IL. . I 1 . "�!I Ln , - I � I _.-'�. I "' 17. CONSTRUCT DRAINAGE SWALE ANC I � DE � TO DRA N . 11 M 9: : I M .'�Zl I . � I . � ... 18. CONSTRUCT -EARTHEN BERM WITH 3: � � I . �. . .. . I _. . I i I . � . . . I . . . . I . I : I r_41'+.0D I I . M I - . - RNISH AND INSTALL 18 LF . 1. .1� . I � . . . .1 I . � ��. .1 I 111_'��, . TC=274.55 TP=274.00 TF -274.50 ,; : : TP=274.50 I .: TP=274.00 I b-TC=274.50 . . � I I I � � I:7 I __�,� + 19. CONSTRUCT E49KEN BERM DISCHARGE. FU I � � � � I . � � � . I I I . I I . . . � .1 .. : ; ., I : =:. � . I . I . I 1. 11 I � .� I I � TP=274.05 I I : I . : I I X TP 274.00 / _ TC .. 4.35 � --A 0 I . I I I . I I . I . � � � "' : . . I I I I I I BUILDING SETBA . �. . I I � 11 12" PVC G(�1�38%.) 1 : - I . 1. . . : I , - __ . I . - i 11 ,� I .1 .. . � I . . I � - i - I � _�a - - . - 7 - ;74- . I TP=2.73.85 I . � - I - + I I - I- - , � . AN - . + .1 . . � . , � . . EJ I ..... 1. . 1. . . . I 1 � % 20. FURNISH AN A L 70 S UARE YARDS OF STONE R RA . + I.. � . . I . .1 , + 1 74.6 _ =L �.,., I . I � I - - - - 21. CONSTRUCT 12' x 12 STIER PAD WITH 6' TALL I i - . T .. _ y 2 � - - - - - - - � - �, .1 I � I - 4- - -f- � - - - - - _F - ; I \11,� I � + � � . , . . � � " .1.1 . . I I � I + . n," ; r ! I . I � : - .. TC=274i5O I . � � � . . : - I I I P� . I I I ..t ... I I I ... ..., ..... � .............. � .................. -274100 � .1 0 1p QU � I . . . I � � . � - , . + . .. . -4 /I I .i_E -TC=274.6 P M�_ - � - . PA E I � 1. I I 1 : . 11 I I I I . I . . � I - . . - I . � I I . . . . I I . + .� .. I . . I . , � - . . - .. EP ONE SCREE . R ' � . . I . . I : I I � � I � � I . I � I . TC=275.1 � / TP -274.1 0 TC=274.6- ; I . _-`-9;�', --,___________-,t, - . I I � + . �. . . - I I I � . � � - � 1, : - iLN - - - I— El r____` � . N ( -14 � . , 11� I .1 .+ I 11, I I I I . . . I " TP�274.65 1 4 1 ITC"274 75 Z_ 1 _r 75 � . ��o . 1 � . , � + � I 1. �� . I.. . I . � � _�� . � TC=275.00): TC 275.15 EF . - ' ___� TP=274 10: . � I I I qp ,v - 22. U I KUL; UA AUCESSIBLE ROUTE. 5% MAX SLOPE WITH + 2% M . � . I . I , .. I I I � � el ; ,� TP=274 25 * � 20' PUBLIC UTILITY I v � I I .. � . . I . I I ,� I I � I . TP=274.50 , . �- TC=�74.50 0 .,-t�- � � � . � % 1 13 11�1_,u � � . . � . I I I . . , v TP 274.65 L;�q215 .\'-TC=274 5 * I I � � . . , � .: . . . � - BILE .1 I I I I . I I Tr- + O: . . r I I I . . . I 11 /11 CAH r IR . I � � I � . . I I . I '_ , � I_____/ I 1 =274.00 TP=274' : . I I �� El.'�. , , , 11J. -` I + I �I ,�?,> I . � " L'_ - . 11 * _�." "" E i *,, * f�q PLAT 1,�_,�,v 11 I .+ . � .. I � � . I ' I I I - I I I -..:: ... �, ;. I .......... . , I 111N � S Ew ,, �, - 8 I � I . . � I � I I I ' . I .. 1� .. .. ......... " ........ � - __ �, -..-. - -.-+..+. - i " PEDES L � � '% I I .-� ... : .... �, .... .......... � _ . ...... �� ..... . ...... . . - �, __�,�, � . I . I C/,k , '. 1] ,I : I LiLL I , . � " . I . � Pr . � . - _ ,'I ....... � : ., + � �P.` .1 !� ... 5. J: , � I . . � :.,.!,.., . . I . I I . . . I __ 4 :1 I I . 43 �' I . I + . . . � +1 . . . Q,-NTAL`** . `")75-z� . .15 ....... '16=274.'h ...... . , __....- . ................ , ..... ., VOL. -2205, PG... -..5 ........... I—- �� I I . . , I- C=274 ,�-,,, . . , . . . I � � 11 � CONCRETEI i I 1 __4 --I 0 42*03 53 W-362.99 = �_ K :�.: M I . . I � I I � . . I I I . . . . I I . � . I I I � � . ' ' - If N . I _97-li lfl�ilf 273.651 . A221 TP=273.85 - r -Tc;=974 1A .4. - - I I � I I I � I . I + I , . __ --- I - I . . I'll. I � I � - I � . TRANSFORMERIPAD - �. + ' --'- - VLKII'Y) - _1 � I I � . . I I . .. I R. C. P. , EX. 4' CONC. JIDEb -7, -' -- TF44 I ' F:.,, (VERIFY)' MATCH EXISTING L, � . I + � � . . � K_ X,,.-, I I . I ,� No. + I . 1) � I . I . . + . _, .1-1- ,, UZ3 1 11 , V I � ,� � � . . I . _ : n� I I - _� I � . � . I .. I �. � . � .1 . � I 1. . C___ � � -_.7%,_ 1 1 , I R)R . I I . . . I r - - . . 1. . I � � . . I. 11 _' . . . I . . I . � � I . . � I I I I . 7 N - - - - j W. I Ts- 74.10 4j/- __jzUw - 'I . I 14.au +/ - LA.L -� UUINU. OlUr-YVIALrN � . I � . . . I . . � I � � I . : I . - - - _ZLZ�� ! __--- I 5=2 _�j . I . � . . - - - - 1. 7-7-_� 1_1 ---MATCH -'EXISTI I M 161 INU � I - _____ . I � I . I � . . � :7 - ___v A t; I � � . _,____�__ a a 0% I . I . I � - . `�i���11114zzzz __ - . � -----/ .. . .. I I , " ; -___ i ,/- I -T , ; 7N�" . I � I I I - . /I . . - � I � . , I . , I M E I � . I I I .. � �. I I � . .1 I � I . IR-�9N ROD � - _-, ,., -,, , BAC K 0 F----' I I TC -273 88�/ -273-,O-/ . I \- TP=273.58'1 \-TC=274 14(VERiFY) : '. -.,- __ - --, - � . I Cb_P1.. !Aw; . . . � . I � . I I . 1. . I . I -1 .- ..-.,..- . I CA� ET I -1 I I � I . . 1/211 . -, - I TP \N TP=273:64 I � . . I C I ... BACK OF . & , .-- � CURB STORM ;EWER ' TP=27138,�VERIFY) (VERIFY VERI�YJ_F . _._ � I I I . STORM SEWE � . � __ I 5 I I . I " )�, , 7 � ._ ._ _�_ _ : _ _ . I I . I I. 1z , . . � . I . . , r - . - w 3 411�j .... ..... - __ __ ... --.--- - I . .1 . I � . CURB . � � � I I --- . I P.�.r -,Ikbt-ffE All`,! P' -.,e,. r -, i I � I I . 1. I . � . I _�._ . . INLET 11 . I I 'I- I . INLET 24" R.C.P. . !_,,---A.- ,j)%iiy! �1, - --- -..-. �_ . . I . I I .1 I . . I � � I I V �2 6 2014 . I . I I � � . I :-1 i --" ' I I � � ... I . I I � . . . '�_ - ,�-- I -".;::.:. .1 1 _1-2 . : . I I I � . I - � . I . " -, : --ING 6* , I I � I I rw I '11��10.:Ii � - I 0 I T I . 1. . . I I � (SCALED LO . . I I : � -.,_ I OP=27 - I . . I � I . . .... $-,�PPROXItvie,VFE EE"IS-111 � I � - I . 11 � I I � � � � I . ,V11 ' IJ� F, I I . 1. I . I . . . I I � � I I � 1. I I . I � � I I- . � ? 1:!��' "ER .-Ir I01CA,'fI01,,J.. . I . � I I : I � 11 � juil . . .. 11 � ,. � � � I I . . I I - . . I I ., TOP 1 =274.60' . . . I � � I ,,,, ,,, I I 11, I . I . : ' il R. 0. W. ' Y'VA: : I � . I I . ,, � . . . I I . I I I . . � .,, r -, -ki . ,: . . . I I s I ..., I �, � � .1 . I I . I '_1 . 11 11 ,.COLGA,E DRIVE : : � , I .. . . � .� 11 1. I � . � I . � GOLILL%;kr-,�iAl I ,. I I . . . - - . .I-- - 1". � - - : --- � - 1� � : . I - I _.. - - - � - - . ____ I - * * I . � I I I.. I I I I I i?� - - . b I I I I I : (39' SC rO BC ASPHALT FAVEMEN7) . : � . . � . . . LOPMENT SERVICES � � - . I I � . I . � . I I � : I . . I . . � � I � . I . . . : 1; -1 . I � . DEVE . I . 1. � I : I I I .1 .. I I . � I . .1 � . I 11 1. . . I � . I � I I I I � I . . % I : . . . � DEMOLITION NOTES I . � I � I I . . . . . I . I . � . . I . . I . . . . . . k - - T I I I . . : I . .. � . 1 � . I . � . � I. . . � 1�? - . � I PLAT FILED: � � 11 � . . . I I I ; r . . I I . : I . Q . : � 0 � I I ==7_ � I I -1 .1 . o : TOPOGRAPHIC SURVEY BY: I � . . I .. .. I I I I C : . I � I . I I , .1 . . I I . � . . � I . I ; ,%:� --�, � . : . � . . .. � � . I . I I , � ; : . � 11 I . . . . �. . I I I : , . � : I * � I I . . . I .; . I I I - I � KLING ENGINEERING - & SURVEYING - STORM SEWER I I . � I C.r 0 , � : � � : . . . 1 . CLEAR AND GRUB SITE AS REQUIRED. I � I . .1 � . I : I I � . . � I . . I . I . � � � � � I I � "? I I � � , 0 - - I I .� � .11, . I . � I I �� * I � I . � . ' � I I . I �. � . INLET� 1 1 1 . 1. .1 : I L _j �� I I., i I �,� . . ,� . 1 2. SAW -CUT, REMOVE AND DISPOSE OF EXISTING CONCRETE CURB AND . I I � I . 41,01 TEXAS AV. + P.O. � BOX 4234 + BRYAN,TEXAS + PH.979/846,-6212 . .. . I .. 1. I I : _Aj _� . : I � I � � I .1 : � . .. � I . . . I . , . r I � . : -1 � � � � . I . I .. �i � I . ELEVATIONS OBTAINED FROM GPS � 08 I SERVATION. DATUM = NAVD88. � COLLEGE I . I I ; I I *;� X. . : I � I GUTTER IN AREAS SHOWN. � � I � I � � .. 0 1 i I I . I � I I ,� .. � I 11. � ...... .. �:--- - , 3. , SAW, CUT, REMOVE AND DISPOSE OF. EXISTING CONCRETE SIDEWALK IN - � . � � ." E.x H * � , � STATION GPS MONUMENT #128 WAS USED AS BASIS FOR ELEVAT . . ct� . I ,: . � �� . :rrf_!� � . . . � I . . � � � . I . .. ,,,, , ,,.,,.,,,- SIDEWALK I AREAS SHOWN. � I I I - . . . . ,?r,r, 7i I I . � I I IONS = , I . � . '� 0- I . /_'�'11______ A P P R QX_ ILOC. I I I I . I I . I I LEGEND . I "ILI %.-',,i',-;-E-R . , i EXISTING SPOT ELEVATION I � . I I . � . . I I � .1 . I I . I . I I . I . � � � � . , I I I � I � . I . I � .. � . I . I - I I � � � . I I . I � . I . , � I . . . 1 x NUMBER NJ I . . * I (1) - x TC=NUMBER RB � I . . x TP=NUMBER T � - x TW=NUMBER PROPOSED TOP OF WALL . 11: i � _____ - x TS=NUMBER PROPOSED TOP OF SIDEWALK . III.., �- M :� X FL=NUMBER PROPOSED FLOWLINE ELEVATION � - -_ x FG=14UMBER DE ELEVATION 1. C_ I n '' � .1 Q_; % EXISTING SLOPE IN PERCENT - . _w_ . . I 0.00%- � PROPOSED SLOPE IN PERCENT . . � . . . 111%. 11 I I EJ , EXPANSION JOINT [ : . F7 ci I CONTRACTION JOINT I I . I . . I � i I . i . . � � I . . . . I � i I I � . I I � � . � I i . I �. I . �, � . . I i . . i � I. . I , , . � j � I � . I I � I I : � ., ,� I . I . . . . . , . I I I . . . I I � � : . . .�. .1 . I . I . . . � I . . . I � � . . . I . I . � � I I I . I . I � . � . I . I � � I . . I . . . . , . . � . . I .1 . . . . . � . I . 11 . . . . � � . I �., . . I I I I . I I I I � . . I . � I . � � I � � . I � . . . . I . . I � : � . I . I I . I . � I . . : � � . . . . . I � . � .. . I � . . � I � I I I � I . I . I . 1. I . . . . � I . I I I . I I I . � I I . � � I . . . � . . . I I . . . I � � I I I � � � � I I I . � I I � . I . I I I � . I � . I I I I � . I I I . . � . � � . . I . I I � I I . �. �r , . . I I . .. . � . I . . � I � . I I I . � I . � � . � I . � I I I � I I . � I I . I . . I I I I . . � . . I . . . � I 1 I , � . I I , 111toloolootootol , . I I . .1 � . . � I � I . . . I . I � I . . . I . I I I . . I . - . . . . . . . . . . - . . � . I I I . . . I.. I * I . I I � � . I . . � I , I .. I I � . I I . � . . I I � .1 . I I . I . I I . I . � � � � . , I I I � I � . I . I � .. � . I . I - I I � � � . I I . I � . I . , � I . . . 1 . .� I : � I I C) I . . * I (1) - , : � . . . 1, I I . . � : C) . . - I . . . . U) - .. I .�__Mzl I... I lq� fy., . III.., �- M :� � � � . � .. . � . .00. . � I .1'.. I I 1. C_ I n '' , �1� �. , - � 0 r*--_ , :11'-.--- I I I � Nor I I � I ... . . � . . . 111%. 11 . � . �. > I I . I C/),� I ��, . . C). * 1. 0 . w � -L. ... �:M I 10* � . Ix .1 I I 1. . .n nototoottootool . - � .:0 L. �. I I � (3). ,, oo , (1) . � 1. . . � � � I.. In, _ , M . � . . I I � . �rI . * .10L. -� � I I..:.im:�c ` *�.C) . 0 .. 1% � � CO 1: (1) ,� n . - u .+- In , __. 11111� lt_ w I - +. toollootooto . --,L I . ,0;=1110 � � __ +1 --tow .. I x - . _'T_ _. + (=) _00 � � I � � �. .. . 0 I 4) : -.CD:1�4) - I .. I I.. :;7.1 + I � + qqr_ :: . : .0) (1) � � I � I . . ii.j I � . . I I � CD . ,p . I I . . I I . � � , ILL I I I ,I�!000tto,,,o - F - , . - .0 c) . I � + . � � :" +11.. I I . . I I . . � . . � � � � - I 1. � . I � . I I . � . I i.. . ... . . I . I .'' � . . � . � I I I I I I . I . I � �. . . I � I .. I . � . I I I I � I I . I I . I - . � I . . � . . . � . . . � � I I . � . I , I I . . 1. . . ; I I . . . . � �. � . � . I . . . � .. � . � , � . . . . � I I.. + � I 1.+ � . I .1 � � I � . I . � 1+ . .. I . I I . I � I I I � 11 � , . . . . .. I . . . . I I +1 . I . I I . I . . �. � . � � � I . � � . . � .. + . . .1 . . . � . � . I I . . - . . � .1 . I � � . 11 . I � I . . I . . . I . � I . � I I I + . . � I I � �. 1. . I . .. � . I . I � I . .1. .1 1. I . . � I . . I � I . I . . . - . I . I I I I %,:ok*.%t%%%%%, � I , I I � . . .0*7 � U V - re7sll � I + I . . . 'oo6 �e , . , \ . $ . oo . . �r I . . ,. i I . , .. oo� & r..*- _0 -7 g I I I � wco,., I 41" . iq!jj�p '. LP I . I I . . .0, * to � . . . , � . -� . * 1. 9 f F% 0 , I . .. .� ........................ toolt I . � 0 GRANT LANE LISCHKA $ 1 $ * *0 � ............... .. I " ,�3_ 11545 " , � 0, ,P 1 <) I i-,�� go, . . I + _%. . � I L '.�'Cq . . ... 11 � 1, .. . it I + , I % I I 11 11 11 I �. . . I I � . . THE SEAL APPEARING ON THIS DOCUMENT WAS � AUTHORIZED BY GRANT LANE.LISCHKA P.E. NO, 11 1545, LISCHKA ENGINEERING, FIRM NO..1 6026 . . ON OCTOBER 10, 2014 . � � . I .1 � I I . . I + � . . I �. . . --.--I----- - �, . I I I I I . . . . I . DATE ISSUE + . I I I I � I : � , ,OCTOBER 10, I . I I � I I . I . � I . + I I � � ISSUED FOR . I I I . 2014 . , I I I . . . . I I � � I I . � ; CONSTRUCTION . . I . I . I I I . I I � I . I I + . I I � �.. I I I . .. . I - Dr!4,,�",,,"N,',-'�-u-PPrf",'rE -�c,��f'i��,t'�""--."L-!LL---,�':i'i:-:I"'CD�% - I I � I I . + � I . I . I � I � I � . I . . I I I I I �. I I I I I I I . . � I I . I I . I I . + . . � I . I I I I � : � . I I I . � . . . � . . . .. . . I I . . 1. . I . . I . � . I . I . . . . . I I . I . . + I � I . � . I I . I . . � I . A - -+Posted Set . Local Authority . �. I I I I ,& Addendum 1 1 , � � I � I . I I . A Addendum 2 - . I � I . I . . I . I � I A Addendum 3 . . . � I I I . . � I A Posted Set Update : � . � I � � . . el. � Change Proposal Request (CPR) . � 17 + Minor Change. . . I � � . � . I i . . . I . . . . I � . I I . PROJECT NUMBER . � . I I . . � ' � CC PROJECT I + + I I . I I . . � � . . � � . � . I . . � . I . - I I - . I . I � SHEET NUMBER . SHEET NAME . I I . I .. C-1 I I . . I � � I � � I I I . . I GRADING & I . I � + DRAINAGE . I � I DATE I .+ � . . �OCT 10, 2014 I . � . . I .. . I 11 I + � , PLAN I �. . . I . I � . . 1. 1. I .1. 1. � . . . I I I � I I � . I 0- � � . 1. . __ . � 1. I . . I I I � . I I I . � I . . .1 � � I � � . � . . . . . I . . I '' . . I I I . �s . � . � I . I I I . . . . � I I � . . . ..� . - .. . � I . � . I I . . 1**����_ . � � I I . � _,��_ I . I I I . I I I .. . I - . . . I . . . � . � � . � I I . I �. 11 I � � I . . L . . . . . - - I . � I.,., . 1. 1. . . . I . .11 .1 I � . . . . .. . . � . . . � � I I .11. . I I I I I , I . � . I I � 11 . I I � . I � . I .1 . .1 I . I . . � . .1� . . . I 1.11 � . � 11 � - I .. .. . .. .�. . . . I . I I . I . I 1. I . � 11 . I . �. : . . I I . � I � I � . I . I I : - I � . I I I . - � WOLF DEKl CREEK DRAINAGE AND FLO 0 DVV\Y PEDESTRIAN ACCESS DEDICATION 6.80 ACRES VOL. 2205, PG. 243 �11 1A - 12"X j GALV. MTL SIGNS UE & WHITE W/ STD SIGN ACCESSIBILITY SYMBOL LAT VAN PARKING SPACE, INCLUDE A 9"X12' ADDITIONAL "VAN Fr -*IACCESSIBLE" SIGN MOUNTED 20 0 20 40 60 FEET f - ---------------------------- ........... -/ SCALE: 1 "=20' • 1/2 IRON ROD FOUND -7 BELOW STD SIGN. (BENT) BRS: S 67'1'11 "W-0.23' 1 1/2" DIA. GALV. MTL 13ASE FLOOD POST W/ CAP OR 1/8" ELEVATION LINE= 255' THK FORMED "U" - SHAPED POST O I , ,DOWNSPOUT COLLECTION &DISCHARGE ti II DEEPniA CONC.)AFTG 00 YEAR FLOOD 3., II FURNISH AND INSTALL A DOWNSPOUT COLLECTION SYSTEM NOTES:1 1. ALL FINISHED GRADES ADJACENT TO THE BUILDING PLAIN HC 51QN ELEVATION USING UVKKUUUA1LU 1-ULTLIMTLLNL 1 -11f -L (LA -r) WITH I SHALL BE 8" BELOW FINISHED FLOOR UNLESS SMOOTH INTERIOR. CONNECT DOWNSPOUT LINES TO THE OTHERWISE NOTED ON THE PLANS AND SHALL ACHIEVE8 59 N CE PROPOSED DRAINAGE TbILM. ACHIEVE MAXIMUM POSITIVE DRAINAGE AWAY FROM THE BUILDING. PRACTICAL GRADE (MINIMUM 0.750. USE CPP BOOT, CPP STANDARD FITTINGS AND ACCESSORIES. 2. ALL SLOPES WITHIN ACCESSIBLE AREAS SHALL BE A S - MAXIMUM OF 2%. LA 1. FURNISH AND INSTALL 125 LF OF 80 CPP 0 A 2.00% WITH CLEANOUT, STACKED STONE STORM SEWER UNCTION BOX/INLET DISCHARGE HEADWALL AND 4" THICK REINFORCED J701l 1/2" IRON ROD-- CONCRETE DRAINAGE FLUME PER GRADES SHOWN. & CAP FOUND...:_ CONNECT ROOF DOWNSPOUTS AS REQUIRED. 1/2"IRON ROD 2. FURNISH AND INSTALL 45 LF (30LF + 15LF) OF SET 6-.5 ISO B5.0 20L L 6" CPP 0 2.00%. CONNECT ROOF DOWNSPOUTS 0 FL=26' T, •Ln op 75-94B 26,: AS REQUIRED. in '19 g- 3. FURNISH AND INSTALL 40 LF OF 6" CPP 0 2.00%. CONNECT ROOF DOWNSPOUT AS "" REQUIRED. 26 BACK OF CURB 10 -269 SLOPE 272 =274 12., 267 265 .4 FL=267 T S= LOT 1 TS 274.40 BLOCK 2 ED TRAN FORMERTS- 74.5W PA rS=2/4.4 BACK OF 6 0) '\" 1- rQ 00 1--42" R.C.P. 0 CURB (SCALED LOC.) I L+WDS.- 3) < rn 11 1 Z:w. 5 HEAD tK ) 1 ....... ..... CA \.,,-STORM SEWER STORM SEWER IC�j FL=27 TS/FFcr-2 MANHOLE T 26 JUNCTION 4 90,,;'- 2 75 7 18 BOX/INLET 80 TS 74. d TOP=267.1 1' nq C1 TOP=269.16' 269 .... ...... 2 7 0 SLOPE 271 3 o ... ........ LjI DS TS/FF=272 cv................ r LA 0 7 cv S 0 0 0TIV-274A-) BACK OF . CURB TSLI-\274.4 (SCALED LOC.) EXISTING % TS 274 84 A 'ell LA 3. Tsz=�? 5 xt- TC=272. DUMPSTERS. W -1-7 I F=272.00. 7 TS=274.90 20 i&=2 74..6 CONCRETE _W:- TS=27,d..29 y TS/FF-92:75.00 8" BUR SCREENING AND LIGHTING NOTES: PARKING -MOUNTED MECHANICAL OAK 1. ALL ROOF AND GROUND �Nl TS=274.80 'x PO TS/FF;9275,0Q',-- LOT 2 (SCALED LOC.) . .. . .. SO AS NOT TO BE VISIBLE FROM ANY PUBLIC EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED' .90 TC= .00 14 /'TS=274.23 I e 3�1 BLOCK 2 TP=272.50., LOT 1 RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF 'Y T�!7273.73 2.50 ACRES THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET TS=274.60 TS=274.95\ N, TC=272.60 PER CURB HT. ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED BLOCK 2 WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN 6.36 ACRES A UNIFIED APPEARANCE. RE:ARCH 9 S/FG=274.38 0 TS=272.90 TS/FG=273.55 �7 %K.9 1-� e 1` SOUTHCREEK-PH.1 N r. 150 *%\ &/, - , TP=272.1 0 TS/TP/TC=274.25 TS/TP=274.40 2. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE TS=274.60s LVTS=�74.5U rTC/TS=274.33 @ EJ N VT I STANDARDS OF SECTION 7.11 OF THE UNIFIED TP�--274�00 16 IS 0 7 TP=273.83 x DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT - S rL�.21 25 T, -, , 2" 00 2„ 61-OPI CONCRETE SIDEWALK A ... .... .... .... PF 0 T A -3/8" FLOOR PLATE W/ SLIP RESISTANT COATING CONCRETE SIDEWALK PLAN 3/8" FLOOR PLATE 3' WIDE 4" W/ SLIP RESISTANT THICK COATING EINFORCED 2 (TYPICAL) CONCRETE co SIDEWALK n = -,rf" , 04rs�� (-0 REINFORCING STEEL #4 BAR UNDER-/ 811 V-811 8#1 LEDGE (TYPICAL) 3y -O" SECTION "A-6 SCALE: 1/2" = V-0" HC SIGN (SEE DETAIL) I I WHEEL STOP 4" WIDE PAINT STRIPES AT 45' AND 24" O.C. TYPICAL 4" WIDE PAINT STRIPES HC SYMBOL ---I 0 PER PLANS PER PLANS 19 3000 PSI C LAS "A" CO CRETE V HC SYMBOL PLANS HC SIGN (SEE DETAIL) PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE =273.30 TC=273.65 3 8 SCALL: NTS SHALL DIRECTLY PROJECT LIGHT P=272.80 TP=273.15 TOP=274.50L HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SL' -H A CLEANOUT 274 4/TS=273.50 E'S NOT P=2i�.66 , $ - - i MANNER THAT THE PROJECTED CONE OF LIGHT DO -, !0(f.- - - "I R# SITE, GR11kDING & DRAINAGE NOTES TP=273.00\ CROSS ANY PROPERTY LINE. RE:ELECTRICAL T )*/TF /TC=274.40 TC -273.15... -TAPER CURB. HT. TC 274.00 NI TARr TP=273.50 BUR -IN To ::PAVEMENT AS TP=2 5 PRL -j / 2.6 1. TIE SEWER 12' VOL. '-',�ItMENT REQUIRE 3051 pC,,. ;e28 D. E: DETAIL ST2-03 ON DWG. -8. 1174 50\ OAK OF- COLLCcE S,,,,O, TC TCj=2 74. f8 7 > -vo TP P-74:00 TP=273.50 2. CONSTRUCT EhlENT. TP6273.68 < z TC=273.90 M @ EJ 0 TC=273.35 -7��TP=273.40 ........ S 3. CONSTRUCT 5" THICK REINFORCED CONCRETE PAVEMENT. TC=273.50 H r TP=272.85 15 TR�AS TP=273.00 4. CONSTRUCT -6" REINFORCED CONCRETE CURB. z . . ....... =274.60 3: 0q .• TC=274.26 CJ 0 ... a: 1-1 5. CONSTRUCT 4" THICK REINFORCED CONCRETE ADA ACCESSIBLE SIDEWALK. al =274.1 0 00 M 3 TP=273.76 Tc .00 L 6. TIE-IN TO EXISTING REINFORCED CONCRETE 0 22 TP=2 .5012 SIDEWAL r 7. CONSTRUCT 4" THICK REINFORCED CONCRETE ADA ACCESSIBLE CURB -M . ......... . .......... -13 0 4 TC.=274.1 0 RAMP. TP -273.60 P ES (PER TC=273.60 TP=273.86 -T 9. FURNISH AND INSTALL BOLLARDS WHERE SHOWN. (RE: ARCH.) G) 0 -.0 M 8. CONSTRUCT ADA Af`CESSIBLE HANDICAP PARKING S M -TC 274 78 �C=2:74.36 DETAIL). -TP=r274. TC -274.17 @ EJ ."Ej T =274.28 T =273. 10 00 BACK OF RUCT 4" WIDE PARKING SPACE STRIPING. =273 67 0 EJ H f CURB 10. CONST > J 11. FURNISH AND INST%L CONCRETE WHEELSTOPS WHERE SHOWN. 13 n12 EJ (SCALED LOC.) z fTl0 263,20 REQUIRED. TC=274,60 TC=�74.33 12. SOD, FERTILIZE AN3 WATER ALL DISTURBED AREAS. 7z * I A TP=273.83 TP=274.30 TP=274.36 0 CONCRETE 13. ADJUST EXISTING 5TORM SEWER JUNCTION BOX TOP TO PROPOSED 4 EJ TOP TC�274 45 -7 > 7- (0 .1 TC=274.85 PARKING OF PAVEMENT GRADE AS REQUIRED. INSTALL TRAFFIC RATED FRAME AND ;�Q 0 TP=273:95 TP=274.35 (SCALED LOC.) 7-\ DA J COVER. �,r\ VF CURB -STORM SEWER" (SCALED LOC.) 0 S JUNCTION,,, Z=7-':7-'\\-TC=274.3O TC=274-.115 TC=2',1%40 > TP=273.80 �TP=274.35 T =274 4 BOX/INLET TP=274.40 LA V) T 273:81 -`;!T-OP=273.68' 274- Tq!=275.35 zr f IP=274.85 3 TC=274.60 TC=274.60 TC=275.30 TC=274.50 LA TC=274.95 PARKING TABLE BUILDING SF 10,840 SF 1 SPACE PER 250SF 44 SPACES REQUIRED TOTAL PARKING 47 + 3HC = 50 PROVIDED Ic LEGEND 14. CONSTRUCT 2' WIDE CURB CUT WHERE SHOWN. • NUMBER PROPOSED SPOT ELEVATION • TC=I`IUMBER • TP=NUMBER 15. LOT CONSTRUCT 8" WIVE RED STRIPE PAINTED ON THE "FIRE DRIVE SURFACE • TS=I`-.'UMBER PROPOSED TOP OF SIDEWALK BLOCK BEHIND THE PARKING SPACES WITH WHITE LLA TOW AWAY ZONE" - NO PARKING - PRG POSED FINSH GRADE EL TION EXISTING SLOPE IN PERCENT STRIPING WHERE RBING ADJOI NFIRE EXPANSION JOINT 11 W LANE SHALL 13E PAINTED RED. FIRE LANE ST I GHOUT. M K 1 71 I 16. CONSTRUCT UNDER SIDEWALK DISCH I r=z 1K I v I i I r=/-/4+. I U 1r=274.00 M ILI TP=274.45 TP=274.00M TC 274 65 17. CONSTRUCT DRAINhGE SWALE AND GRADE TO DRAIN: REQUIRED. TP:274:J050 25' BUILDING SETBA 18. CONSTRUCT EARTH -j7 N BERM WITH 3:1 SIDE SLOPES AT GRADES SHOWN. EJ ........... ........................... 19. CONSTRUCT EARTHI--N BERM DISCHARGE. FURNISH AND INSTALL 18 LF -4- - - - - -- �7 - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - ------ T - I - --, - - - - -12 4PVC ®5.55%.'N TC=2 4.49- TC=275.50 TP=2 .99 20. FURNISH AND : �--2- 75,- EP N r TP=275:00 Tc - =275.15 IU�41t.WU ! TC=274.8 /v C TP=274.40 TP=274.65 L2 7 5 TP=274.3 TC!=27 t 75 20- PUBLIC UTILITY 1P 11�1 21. CONSTRUCT 12 x 12 DUMPSTER PAD WITH'6' TALL. OPAQUE ST CABLE S� U'D TP=27 k25 S E R 1.1 CABL . ........... ....... . .... ....... .. ........ EASEMENT ........... ................. .. �i PER 511��.! ..... .... . . .... . .............. . ... ............ . ............. ............... 22, PEDESTAL 5 A A <CESSIBLE ROUTE. 59� MAX SLOPE WITH 2% MAX. 12 S 42-0353 W-362.99 7. CONCRETE PG. 243 PAD CROSS SLOPE. 27 TRANSFORMER I EX. 4' CONC. SIDEWALK-- Ar EJ ONCRETE 10 1 ZEX 4' rnwr qinFwAiv -- - - - - - - - - - - - - - TRANSFORMER . . ..... PAD 1/2" 10N ROD---' 6 Tc 02 \-TF \"-BACK OF CU TIP CA SET SEWER RB STORM SEWER 73. 2 STORM SEW CURB INLET INLET V4.1n e--24" R.C.P. ... .. I ; I (SCALED LOC.) i::• I I)V" TOP=274.60' TOP=273.68 COLGAhE 09' BC T6 BC A SPHA L F PA TOPOGRAPHIC SURVEY BY: KLING ENGINEERING & SURVEYING STORM SEWER I 0 4101 TEXAS AV. + P.O. BOX 4234 + BRYAN,TEXAS + PH.979/846-6212 INLET ELEVATIONS OBTAINED FROM GPS OBSERVATION. DATUM = NAVD88. COLLEGE STATION GPS MONUMENT #128 WAS USED AS BASIS FOR ELEVATIONS BACK OF CURB 0 265.71. Q- 0 - L.60 TP=4273.65 TC=274.27 7 TP=273.77 vr) SIDEWALK IT FOR Cu"NSTRUCTION DEMOLITION NOTES 1. CLEAR AND GRUB SITE AS REQUIRED. 2. SAW -CUT, REMOVE AND DISPOSE OF EXISTING CONCRETE CURB AND GUTTER IN AREAS SHOWN. 3. SAW CUT, REMOVE AND DISPOSE OF EXISTING CONCRETE SIDEWALK IN AREAS SHOWN. WOO LEGEND X' .•:' EXISTING SPOT ELEVATION • NUMBER PROPOSED SPOT ELEVATION • TC=I`IUMBER • TP=NUMBER PROPOSED TOP OF CURB PROPOSED TOP OF PAVEMENT • TW=IIUMBER PROPOSED TOP OF WALL I • TS=I`-.'UMBER PROPOSED TOP OF SIDEWALK • FL=I`;UMBER PROPOSED FLOWLINE ELEVATION • FG=NUMBER PRG POSED FINSH GRADE EL TION EXISTING SLOPE IN PERCENT -(.,00% PROPOSED SLOPE IN PERCENT EJ EXPANSION JOINT 11 W CONTRACTION JOINT 71 - WOO ..^^''0F .......... ......... 0 ..!3 GRANT LANE LISCHKA 'p ............ 111545 4'294 4 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY GRANT LANE LISCHKA P.E. NO. 111545, LISCHKA ENGINEERING, FIRM NO. 16026 ON SEPT. 9, 2014 FOR REVIEW AND PRICING PURPOSES ONLY AND NOT FOR CONSTRUCTION L-- I DATE ISSUE CD SEPTEMBER 9, cu 2014 00 x 0 CL 0- 0 c) cu U) qqc� mE 0 x w C) z v - (D 1 0 L.Lj C) U. ..^^''0F .......... ......... 0 ..!3 GRANT LANE LISCHKA 'p ............ 111545 4'294 4 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY GRANT LANE LISCHKA P.E. NO. 111545, LISCHKA ENGINEERING, FIRM NO. 16026 ON SEPT. 9, 2014 FOR REVIEW AND PRICING PURPOSES ONLY AND NOT FOR CONSTRUCTION L-- I DATE ISSUE PERMIT AND SEPTEMBER 9, BIDDING SET 2014 ADDENDUM 2 I DRAWING UPDATE SYMBOL LEGEND I A Posted Sef- Local Authority A Addendum I Addendum 2 A Addendum 3 Posted e Update SPR Change Proposal Request (CPR) cMinor Change - PROJECT NUMBER CC PROJECT #1314 SHEET NUMBER C-1 DATE SEPT 9, 2014 SHEET NAME SITE, GRADING DRAINAGE PLAN — —' WOLF PEN CREEK DRAINAGE AND FL O=01AY PEDESTRIAN ACCESS DEDICATION 6.80 ACRES VOL. 2205, PG. 243 BASF FLOOD "X" F UND IN FACE OF C NCRETE CURB CURB CAP SET CURB (SCALED LOC.) ADA ACCESSIBLE RAMP (39' 6C BC ASPHALT PAVEMENT) — — - 0 W I BACK OF CURB oX �a SIDEWALK �"j Cn LOT 1 BLOCK 2 41 O rn 2 W J O O O 'T, i<.� �✓\ \vim �J\�/ J BACK OF CURB (SCALED LOC.) EXISTING DUMPSTERS CONCRETE PARKING (SCALED LOC.) LOT 1 BLOCK 2 6.36 ACRES SOUTHCREEK—PH.1 BACK OF CURB (SCALED LOC.) CONCRETE PARKING (SCALED LOC.) LOT 1 BLOCK 2 C NCO RETE TRANSFORMER PAD 60 FEET cn PEP,MIT AND F_ o�z _ 2014 � �t,,� C) Q om U r?i�0 z � 00 CL S. #_. I— mmmm� cu ., M 0 J C 0 . 0 > Z cO i� %moi `eer � > BACK OFJ Z . CURB D (SCALED LOC.) W CURB CAP SET CURB (SCALED LOC.) ADA ACCESSIBLE RAMP (39' 6C BC ASPHALT PAVEMENT) — — - 0 W I BACK OF CURB oX �a SIDEWALK �"j Cn LOT 1 BLOCK 2 41 O rn 2 W J O O O 'T, i<.� �✓\ \vim �J\�/ J BACK OF CURB (SCALED LOC.) EXISTING DUMPSTERS CONCRETE PARKING (SCALED LOC.) LOT 1 BLOCK 2 6.36 ACRES SOUTHCREEK—PH.1 BACK OF CURB (SCALED LOC.) CONCRETE PARKING (SCALED LOC.) LOT 1 BLOCK 2 C NCO RETE TRANSFORMER PAD 60 FEET _0essss���, , ........................ .�� j GRANT LANE LISCHKA ��i��•� 111545 ,� S • .a ••C A t THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY GRANT LANE LISCHKA P.E. NO. 111545, LISCHKA ENGINEERING, FIRM NO. 16026 ON SEPT. 9, 2014 FOR REVIEW AND PRICING PURPOSES ONLY AND NOT FOR CONSTRUCTION DATE ISSUE PEP,MIT AND SEPTEMBER 9, BIDDING SET 2014 c U C ® x CL S. #_. I— mmmm� cu ., C 0 . 0 i� %moi `eer _ r" U) 0 x C) ®(1) W _0essss���, , ........................ .�� j GRANT LANE LISCHKA ��i��•� 111545 ,� S • .a ••C A t THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY GRANT LANE LISCHKA P.E. NO. 111545, LISCHKA ENGINEERING, FIRM NO. 16026 ON SEPT. 9, 2014 FOR REVIEW AND PRICING PURPOSES ONLY AND NOT FOR CONSTRUCTION DATE ISSUE PEP,MIT AND SEPTEMBER 9, BIDDING SET 2014 ADDENDUM 2 DRAWING UPDATE SYMBOL LEGEND Posted Set - Local Authority A Addendum 1 A Addendum 2 0 Addendum 3 A Posted Set Update SPR- Change Proposal Request (CPR) Minor Change PROJECT NUMBER CC PROJECT #1314 SHEET NUMBER SHEET NAME C-2 PAVEMENT PLAN & DATE DIMENSION SEPT 9, 2014 CONTROL PLAN 114 4.0yz S� L WOLF PEN CREEK DRAINAGE AND -- PEDESTRIAN ACCESS DEDICATION 1 F��OOnJVAY 6,80 ACRES . 205 PG. 243 .. VOL. 2 � 1 /2,r IRON ROD FOUND ® / / (BENT) — -... BRS: S 67 1 11 W-0.23 BASE FLOOD ELEVATION LINE�265' - 0 20 40 60 FEET 20 SCALE: 1"=20' , OC Y5 -AR F100D i P L.A J N 9 2a 11 NO FENCE 1 t I FABRIC FENCE X --@—X INLET PROTECTION X— IIS X 1 /2" IRON ROD 'i ... Q &CAP FOUND,,.)-- ND IN FACE—� N 1/2 IRON ROD RETE CURB i .I 67 S2, SET 00 ,.... 3 � �F , X cn : m FF X` GENERAL NOTES: .. (TRASH TRASH :: '` z= _ •• ., ""' '` -,+ `"' ---,-- 2 sU�•_ .....,. I # � 1. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY RARY EROSION CONTROL DEVICES TO PREVENT EROSION ON THE PROJECT SITE OR o, 70" , : ;.. 1 h "'4 ,"{ �� MIGRATION OF SILT FROM THE SITE UNTIL PERMANENT STABILIZATION BACK OF M 269 1 I IS ACHIEVED. INSTALL DEVICES TO MINIMIZE RUNOFF WATER FROM 27CCURB "+ ___----269 CIRCUMVENTING THE CONTROLS. ,f 267 N' 272 65 2. CONTRACTOR SHALL INSPECT EROSION CONTROL DEVICES AFTER i J ''; 1 ' _ ' REMOVE AND ... ' `; � � , �� LOT 1 EACH RAIN WHEN SILT REACHES A DEPTH 0F 1 ` BLOCK 2 DISPOSE OF IN SUCH A MANNER AS TO NOT CREATE A SILTATION a� w 1 �` �� PROBLEM. RAN FORMERO 3. ALTERNATE METHODS OF EROSION CONTROL, SUCH AS INTERCEPTOR 1 I PAD 1 i :..: .<1=11 : � •,.> '� w•,•,, ."'• .,`~�-~ , ',. � � � � , OR DIVERSION DIKES OR SWALES, SEDIMENTATION BASINS, ETC., MAY BACK OF CURB :� 41.. f; �� F r,:. 2 2� ,�, BE ALLOWED WITH PRIOR APPROVAL OF THE ENGINEER. SUBMIT S FODETAIL (SCALED LOC.);., I ..I` :f 2j� ` R REVIEW LA 2) \ ®' 4. CONTRACTOR SHALL SELECT A SUITABLE CONSTRUCTION EXIT P I I 0 267 oo `� �, LOCATION ON THE SITE. ^ry 268 69 \ x 270= 5. WHEN SITE IS COMPLETELY STABILIZED, EROSION CONTROL 271 / STRUCTURES SHALL BE REMOVED AND DISPOSED 0 IN AN APPROVED MANNER. Z II t OFFICE IA f i rf.: ' BUILDING :`. ~ , w �'� ^"� BACK OF i k\ Y ~ •. I 1 } �•, is � ^M `"`' ^ -` f..,,, CURB ;} r (SCALED LOC.) tK EXISTING : `C `o }" �\ DUMPSTERS PO r f , , N - C $" 3UR`7-' ,N PARIRETENG f OAKLOC.)2L \.... 275 ``�-2,5 BLOCK 2 f� 'k LOT 1 2.50 ACRES .. •.; BLOCK 2 6.36 ACRES SOUTHCREEK—PH.1 6' CONC. SIDEWALK i I \ 274 \ le i 12 BUR ° OAK ' D -00 CD Z O i <'; MO O \ BACK OF z 00CURB C7 c5 D �; I I (SCALED LOC.) M w 1� CONCRETE ti -4• PARKING k �7\ 0)D Z (D i' I 1 21 M:a I #� 5 1� ! (SCALED LOC.) 0 D BACK OF—/ z C7 CURBLOT 1 # r I (SCALED .LOC.) ^. D BLOCK 2 / 274 IP 40 I I t\ • ' I �� ,S , I , ' r• �4 rig, 275 X75 - ----- `g 1 I 27 CABLES I I ;...k :..^ m I I BUS -� PEDESTAL \ I ISTOP ~`r, CONCRETE ® I I 27 275 °(l 3" WN362. 9' X F X TRANSFORMER PADS 1 1 EX. 4' CONC. SIDEWALK w_ '--101 " ----------- -------f.. --- p � � 4 EX. 4' CONC. SIDEWALK wr fl 1/2 IRON ROD ,,,. BACK OF .»......:..... BACK OF & CAP ETCURB CURB^. .,..:,,U. ,.M ... _ ..,......»._.. - ' (SCALED LOC.) S— LA r `.. �.. ,w i i CO_LGATE DIIRIVE-r,%60 R.O.W. (39' BC F6 BC ASPHALT PAVEMENT) II II II U i 1 `„ I I IwX BACK OF CURB �0 SIDEWALK M ONCRETE TRANSFORMER "- PAD All OF TF ............................. GRANT LANE LISCHKA y............................ 1's ', 111545 o THE SEAL APPEARING ON THIS, DOCUMENT WAS AUTHORIZED BY GRANT LANE LISCHKA P.E. NO. 111545, LISCHKA ENGINEERING, FIRM NO. 16026 ON SEPT. 9, 2014 FOR REVIEW AND PRICING PURPOSES ONLY AND NOT FOR CONSTRUCTI% DATE ISSUE a�a: i�:z;ru„4r^�.;:.vr5r#r �ks ��z\` Y/r2Ca•c>i#x:Srf:1�i<ta�is�t23r'�1,�i'l:%:. ,.ei'�'��is PERMIT AND ?':yt #,.3,.;a;:asf~£#r€,„;Fs,...i�k �c,?ci)�r';::#rt%�?: s°+�i ln!:y �:�;rx;t'�'.i; ✓,.�.}j �v..:s:,<.. �,: #sr$%:<c:r»$r£.?%3.hs%�,,•hi'si;.•",• .d��o � `>:y'�`^1" '::'�".�L . : v... ai. ..,3a .' '.<,:#Y:�#�.r. �#3`<rt. `'z4.t`?: :�'";, uiS;aY�::;;>\mak :.„uE,•w:#2: BIDDING SET .t;:'<'# d,#:r�, �t#v✓ vRny :t y`t•£tYri#13r,\S�`' :F.I.�;y^,��+'',;+.jk`",}kC <°.f.,�k.�., 7�,�a?�.ft it`t)'£f av+�..,* �tt#;:^,.XJ# ADDENDUM 2 j Addendum 3 i A tttL; :`5�'+..s;,*i?�,gi:¢�vPr J. 'rlx"%',. �: toi::c'#'t.''3”,'sk'':'^.`.aiiV;#:`�.i,,.:Y<;, ,. Aev,,.w;•';'.,�. i�:tiii;,0»;cu. ��:,. ::.E..,, ! #i , 1<,'.r:k>•,^:::vR: :t;ig :•:{.. y:#:Y# nab. •.{.:+.,. j�j6?: r•+,ft"'%`,: SPR) /,#t#f?':�,.n::/ �” ::.,it:" .J:?a;.C":::Jh/ ,.axr„ � ':� :•3i'Si^, w:"vS£i; r rho: ,Yi?�' ,i?:•:t v:.3 qtr°: ,rd%i ��`C2�k:.E.:� «.2�5#tr<, tG+:++v.#: !�.rr 1/�, :. ],.;<vi• t:?):o.''a'<'a" :r°\;i'rM,,.,t � r,"�C. ;ok.a. +v.,.,'' �£}. ir.<. ::3£''',`.<r"F.; t:� i;/fvn:r;r:,:.!/..,:.'i+.;�.•3;.•# yti:l+i, y�taf i'.F"�:`<`. ,. �C ,. V,.v,a :`.'. •e '.VrkF #..:N:Fq . Y..v,A;.,,yY� �i '��` n3.: k' SEPT 9, 2014 .,t': »»'+it`i:?�r:...>.'• ::+%S':.r�;.+i, t' ,`.2#'r,,, #s?.:##"<' '+ttt� f4;��;a'i.'.,r'»i�3n :il'll'l'::';ii!S/>•+:#<:F:;; u:i`:iit'Y;� �:,.�.'<,o v. ,:£,, \:wC;,Y^' � �,}'.�y Y: n#�atir;#^a5..>.<e: "'k». ii^s%:t,`: '^+\32 �.xi�,^«°.:,�ifrtx s;:.'��+i�:�:�t;�#:;#?yAcacr'•.£t .; ,t;, :,�, } ter'{,3��t;,?.3 ,,yy vkh'S3` lf�'? ^`2,��£///'+�3m,.v,/� ynF yvly';1:•;'•�n:"`N.`#i :�.�;:.,.tR+..;�,vtxwi:��•trt�L":.�k:#::� #. . . . . . . . . . . . . . . . . . . . . . . ,txa:�;:yi0`Tj.f,A{g<ti?r#•vi 4� -'J, 5 � C \t\" ;: \t••'k ��'�Y"Jj'3� 91` �a> ;'�l�t�.j: yst,tµ,,�,�`..r.,`.�vv`v','�'��:lr+J3:`;; [;i'�6.�.i.:a :'n� ��5 »,Y`�^6�i�h�..,:�\.y, •;Gj}"»,^F£°:2��.'. y#.. yr,:. �;#ik:..:^,'"'A`,;?.'9..r/,}'rrGi'+'}r;' �.�%�"±'�,:;i:t� j,..a :5; :"/�'5,., u•%S-0� �«t rtY„l:tR &: ro:: Y���. � 2?r`^ a �'"r'S3 t t i�ir§ � �s.�'2 i� fys � t s *�: `y' �' ♦ `v^ Y.�;: i 3 }' g<g#£?,.� x`'' r'' �i a r', ,%r. ''"Et, a ?, .T 'ic3 rk �s? Y" "•#off£: .:.'':..mR �^�^�✓ate',:,.; �. 3. A y � of 'f ,��,t� ., hf .\,\. ; .n Na„ #':" cu CID >U) L—. cu, 0 x 0 CL � A U(1)) .4—C) CU v d.1--� �•j — e e a+ 0 w C) (1) CD 0 0 OF TF ............................. GRANT LANE LISCHKA y............................ 1's ', 111545 o THE SEAL APPEARING ON THIS, DOCUMENT WAS AUTHORIZED BY GRANT LANE LISCHKA P.E. NO. 111545, LISCHKA ENGINEERING, FIRM NO. 16026 ON SEPT. 9, 2014 FOR REVIEW AND PRICING PURPOSES ONLY AND NOT FOR CONSTRUCTI% DATE ISSUE I Posted Set - Local Authority PERMIT AND SEPTEMBER 9, BIDDING SET 2014 ADDENDUM 2 j DRAWING UPDATE SYMBOL LEGEND A I Posted Set - Local Authority 0 Addendum 1 © Addendum 2 & SEDIMENT Addendum 3 i A Posted Set Update SPR) Change Proposal Request (CP SEPT 9, 2014 Minor Change PROJECT NUMBER I CC PROJECT #1314 I I SHEET NUMBER SHEET NAME C-3 EROSION i & SEDIMENT CONTROL DATE SEPT 9, 2014 PLAN F.H. (EXISTING) O 00 UL u) CU x ch sem., . CU PROPOSED UNDERGROUND EELCTRICAL SERVICE. LOT 1 0 ..�,., REFER TO ELECTRICAL RISER DIAGRAM. BLOCK 2 x u CU TUB CONDUITS \\ _ z �/ J T PROPERTY LINE ROPOSED CD O S DIRECTED BY ER TILITY COMPANIES. LOC 10 01 SA PANEL (ALTERNA ) "MP" PROPOSED w ° DIS. SWITCH / TELEPHONE LA O\v ��.1 CABINET /Uj UL w ow o SPECIAL BUILDING AND SITE LIGHTING NOTE o ° EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF P I o z PS- SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. a LA THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES SHALL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. - EXISTING -61 VIA DUMPSTERS O A _ v °D''' - - - = _ _,__ _. F.I•-I. EXISTING F _. LTE _..ATEI< .. < :: )I - - - - - - - --- -- __ o z cu w `I I /0 s� m o o O° LOT 1 s� z o .� BLOCK 2 / S/ n006.36 ACRS D 3 O SOUTHCREEKEPH.1 5 mz;u Ps - LA 7\- D z 0 S -' S S 15' TY OF/ SECWOLLEGE STA TS DND SANT Ry N• SE P (� 3 z / cc0 �I~ / U 0 o w Li / w ~Iz ¢ H x J � w CL F- CL 3 3 )vSB 1771 3 O 3 3 3 3 3 ' BUILDIN ER EASEMENT �5 s 305, PG- 228 s/ LA-63D DVI EX. 15" " " SANITARY SEWER cn MANHOLE D TOP=275.60' n fF=263.20' im (' DATE PROPOSED PO PS 9/09/14 POSTED SET - VEF PERMIT AND BIDDING SET COMPANY 0 Addendum 1 1 SITE TRANSFORMER. DATE Addendum 3 3 COORDINATE W TH { POWER COMPA qY. 1 Minor Change O 00 UL u) CU x ch sem., . CU PROPOSED UNDERGROUND EELCTRICAL SERVICE. LOT 1 0 ..�,., REFER TO ELECTRICAL RISER DIAGRAM. BLOCK 2 x u CU TUB CONDUITS \\ _ z �/ J T PROPERTY LINE ROPOSED CD O S DIRECTED BY ER TILITY COMPANIES. LOC 10 01 SA PANEL (ALTERNA ) "MP" PROPOSED w ° DIS. SWITCH / TELEPHONE LA O\v ��.1 CABINET /Uj UL w ow o SPECIAL BUILDING AND SITE LIGHTING NOTE o ° EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF P I o z PS- SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. a LA THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES SHALL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. - EXISTING -61 VIA DUMPSTERS O A _ v °D''' - - - = _ _,__ _. F.I•-I. EXISTING F _. LTE _..ATEI< .. < :: )I - - - - - - - --- -- __ o z cu w `I I /0 s� m o o O° LOT 1 s� z o .� BLOCK 2 / S/ n006.36 ACRS D 3 O SOUTHCREEKEPH.1 5 mz;u Ps - LA 7\- D z 0 S -' S S 15' TY OF/ SECWOLLEGE STA TS DND SANT Ry N• SE P (� 3 z / cc0 �I~ / U 0 o w Li / w ~Iz ¢ H x J � w CL F- CL 3 3 )vSB 1771 3 O 3 3 3 3 3 ' BUILDIN ER EASEMENT �5 s 305, PG- 228 s/ LA-63D DVI EX. 15" " " SANITARY SEWER cn MANHOLE D TOP=275.60' n fF=263.20' im (' DATE ISSUE PS 9/09/14 POSTED SET - MAY 15, 2014 PERMIT AND BIDDING SET i I i N X O v�' Icl c N Wz LOT 1 c BLOCK 2 rn M M m Z 20' PUBLIC UTILITY N EASEMENT LA S s S S S S —.=S S S —�13 EX'S " SAtil OL. Z205SE P P� 243 S STOP �/ ELECTRICAL PLAN NORTH SCALE: 1" = 20'-0" aa�,.•s►w� P�� OF re9�5'�y H.M. McLEOD J S STE/ONZR�o: THIS SEAL WAS AUTHORIZED THIS DATEt_-9L9.4L4____ H. M, McLE❑D, P•E, FIRM REGISTRATI❑N= DRAWING UPDATE SYMBOL LEGEND SHEET NAME PS 9/09/14 POSTED SET - E1.01 LOCAL AUTHORITY 0 Addendum 1 1 SITE 0 Addendum 2 2 DATE Addendum 3 3 Posted Set Update { 0 ChangwProposal Request (CP 1 Minor Change PROJECT NUMBER CC PROJECT #1314 SHEET NUMBER SHEET NAME E1.01 ELECTRICAL SITE i DATE MAY 15, 2014 FLAN WOLF PEN CREEK DRAINAGE AND FLO ODV\jl/\Y PEDESTRIAN ACCESS DEDICATION 6.80 ACRES 274 VOL. 2205, PG. 243 1/2" IRON ROD FOUND xS I (BENT) 4\ BRS: S 67*1'11"W-0.231 272 BASE FLOOD ELEVATION L1NE=-265'59 WIDE CONCRETE DRAINAGE FLUME 00 YEAR FLOOD 270 P _116\ IN �NO FENCE ell 268 SEWER o J NCTION 1/2" IRON ROD TOP=267.0 1' BOX/ INLET CAP FOUNID)j t z CONCRETE EX. 8" PVC 266 RIP RAP WATERLINE "X" FOUND IN FACE ....... ........... 1/2" IRON ROD r SET OF CONCRETE CURB T _ 11 , I •00 _35-0481 6 01 TRASH C 0 N C R ET E ............. HEAD WALL 264 42' R.C.P.=259.76' CK OF BA -2/ > CURB 3 Lj 2 2 262 5 LOT 1 1 11 BLOCK 2 _6 CTI TRANSFORMER-- CL 11 1 PAD BACK OF $_ 42" R.C.P. 260 J LA CURB .... .... & _ . Lo -J 0+00 0 �SCALED LOC.) I % \ % STORM SEWER EX. HYD. MANHOLE STORM, SEWER PROX. FD APPROX. LOC. JUNCTION 6 Z,3 .1-1 0 & 0 LOCATIO Tr)0=')A7 I I' BOX/INLET 0 I R �-,. ME TOP 269.16' :N1 1/1 1"t 1 2 3 11 11 OFFICE 18 ,o0 x - ISOLATION �;x BUILDING 0 VALVE EX. HYD. 00 . 275 = FF -BACK OF Q,r% f, > APPROX. EXISTING GRADE- % 48"0 RCP-•\ 1 w PROPOSED GRADE a LO 0 in in ............................... I .................. ..... ----------------- ............................... 0+50 1+00 PUBLIC WATERLINE PROFILE SCALE: 1 "=20' HOR. 1 "=2' VER. r&] CURB LOC. 20 0 20 60 FEET �O (SCALED LOC. 18 16 3 SCALE: 1"=20' CA N" EXISTING 00 r^. 7 DUMPSTERS WATER'LINE INSTALLATION NOTES -27-0-0, -CONCRETE---/ F 1 1. runlil._)n ANU Z11MLU I T 0 Ui) Utt WITH 0 VALVE 8t' BURt,-.,,, , \_P PARKING OAK AND BOX.. PUBLIC 'vf I I STA 0+00 LOT 2 (SCALED LOC.) LA 2. FURNISH AN" INSTALL: 6"0 AWWA C-900 CLASS 200 DR14 PVC (�E TA 8 1 It P will 2 3 BLOCK 2 WATERLINE WITH 48" MIN. COVER.. 8 1�16 k H, I� LOT 1 3. FURNISH AND INSTALL: 1 - 6"0 D.I. 45' BEND. to 2.50 ACRES BLOCK 2 4. FURNISH AND INSTALL: 1 - 6"0 D.I. 22 1 BEND S............................. 3 FURNISH AND INSTALL: 1 - 6"0 D.I. TEE. GRANT LANE LISCHKA 6.36 ACRES 3 -PH. 6. FURNISH AND, INSTALL: 1 - 6"0 GATE VALVE AND BOX. SEE 111545 SOUTHCREEK p ODETAIL W1 -CO SHEET C-1 1. S S 7. FURNISH AND INSTALL: 1 - FIRE HYDRANT UNIT WITH LEAD Z� ............ AND AUXILIARY GATE VALVE AND BOX. SEE: DETAIL W1-02 S1 -+_S f \ I * t SHEET C-110 S 8 FURNISH AND INSTALL 9 1 /9" ARTIVI D-2241 CLASS 160 PVC S , 7 THE SEAL APPEARING ON THIS DOCUMENT WAS . . .. ...... Ov R. -t- 4- WATER SERVICE LINE WITH 3' MINIMUM C AUTHORIZED BY GRANT LANE LISCHKA P.E. NO. r_�D 9. FURNISH AND INSTALL: 1 - 3" DOMESTIC ER METER. SEE S �s 15' CI OF. DETAIL W7-04 SHEET C-12 AND 1 - 2" 1 RIGATION WATER 111545, LISCHKA ENGINEERING, FIRM NO, 16026 .... ........ . e� :*'--• .... --4_ T4 s-4, SANITARy SCCWOE�R�EGE ST S ON AUGUST 18, 2014 FOR REVIEW AND PRICING 11 e; x N so METER. 12" BUR PURPOSES ONLY AND NOT FOR CONSTRUCTION VOL. EASEMENT S 10. TIE-IN TO BUILDING STUBOUT (VERIFY LOCATION). SEE DETAIL S '3050 PG- 228 OAK S W2-01 SHEET C-11. %_.1 S 'R OVER EXISTING 42" RCP AS REQUIRED. < >z S S___S S 11. ADJUST COVE M ;0 0 S 0 ;x 12. FURNISH AND INSTALL 1 - 3" PVC TE 1/2 r S S___S CC) z El 0 G) z REDUCERS AND 1 - 2 V2" CAP FOR T1 RE BUILDING. M C0 0 -S 13. FURNISH AND INSTALL: 3 ASTM D-224 CLI S 160 PVC 1:.� - S 0 Zj Q EX. WATER •SERVICE LINE WITH 3' MINIMUM COVER. r- 9: AN. S S -70 0 E WITH CEMENT I-,", zWATERLINE E��P 00 w Q Cr i 15. F RN AT INS ALL: �D. D.I.I. "AiERW M 1_� STABILIZED HACKFILL PER CITY SPECS. jg, D. _T BACK OF 16. FURNISH AND INSTALL. 1 8" D.I. 45' BE 00 SANITARY SEWER -2 A" n i _U CURB 17 FHPKIICZ14 AN[) INSTALL• a I R" n I TIM WITH is nAj SHEET NAME C-4 PERMIT AND SEPTEMBER 9, (3) 2014 C) (1) 00 J. CL (1) > C) C) X 0. 0 (D cL 0 U) (D u M U) C) 0 >< C) (D z (D Uj UL S , 7 THE SEAL APPEARING ON THIS DOCUMENT WAS . . .. ...... Ov R. -t- 4- WATER SERVICE LINE WITH 3' MINIMUM C AUTHORIZED BY GRANT LANE LISCHKA P.E. NO. r_�D 9. FURNISH AND INSTALL: 1 - 3" DOMESTIC ER METER. SEE S �s 15' CI OF. DETAIL W7-04 SHEET C-12 AND 1 - 2" 1 RIGATION WATER 111545, LISCHKA ENGINEERING, FIRM NO, 16026 .... ........ . e� :*'--• .... --4_ T4 s-4, SANITARy SCCWOE�R�EGE ST S ON AUGUST 18, 2014 FOR REVIEW AND PRICING 11 e; x N so METER. 12" BUR PURPOSES ONLY AND NOT FOR CONSTRUCTION VOL. EASEMENT S 10. TIE-IN TO BUILDING STUBOUT (VERIFY LOCATION). SEE DETAIL S '3050 PG- 228 OAK S W2-01 SHEET C-11. %_.1 S 'R OVER EXISTING 42" RCP AS REQUIRED. < >z S S___S S 11. ADJUST COVE M ;0 0 S 0 ;x 12. FURNISH AND INSTALL 1 - 3" PVC TE 1/2 r S S___S CC) z El 0 G) z REDUCERS AND 1 - 2 V2" CAP FOR T1 RE BUILDING. M C0 0 -S 13. FURNISH AND INSTALL: 3 ASTM D-224 CLI S 160 PVC 1:.� - S 0 Zj Q EX. WATER •SERVICE LINE WITH 3' MINIMUM COVER. r- 9: AN. S S -70 0 E WITH CEMENT I-,", zWATERLINE E��P 00 w Q Cr i 15. F RN AT INS ALL: �D. D.I.I. "AiERW M 1_� STABILIZED HACKFILL PER CITY SPECS. jg, D. _T BACK OF 16. FURNISH AND INSTALL. 1 8" D.I. 45' BE 00 SANITARY SEWER -2 A" n i _U CURB 17 FHPKIICZ14 AN[) INSTALL• a I R" n I TIM WITH is nAj SHEET NAME C-4 PERMIT AND SEPTEMBER 9, k BIDDING SET 2014 ADDENDUM 2 MAININULt (SCALED LOC.) > 0 > TPA 2751 •REDUCERS. z m :;7 n1b '..j" DRAWING UPDATE SYMBOL LEGEND M 0 > ------ E=263.20' 18. FURNISH AND INSTALL: 8"0 AWWA C 900 CLASS 200 DR14 PVC WATERLINE WITH 48" MIN. COVER. CONCRETE cy) M PARKING NOTES: ISOLATION VALVE SHALL BE AMPRO USE, LL562 WITH LOCKABLE LID > 0 ?< (SCALED LOC.) OR EQUIVALENT APPROVED BY THE CITY. Z5 > BACK OFJ CURB RM SEWER- l a I 10 (SCALED LOC.) JUNCTION.., LOT 1 STRUCTURAL BACKFILL SHALL BE USED ON PUBLIC UTILITIES > LOCATED UNDER PAVEMENT PER CITY SPECS. BOX/INLET BLOCK 2 C/) I I I U) OP=273.68 M Ln A Posted Set - Local Authority 3' '"""...iµ," ., I F 3'. 3 Im M 9: ;U I I - " 0 SANITARY SEWER LINE INSTALLATION NOTES M Addendum 1 Iz .25' BUILDING SETBACK A Addendum 2 1. TIE-IN TO EXISTING 15" SANITARY SEWER LINE AT FL: 265.00 (VERIFY). SEE DETAIL S7-01 SHE C-7. + ---------------- - ------------------ ur- -2. FURNISH AND INSTALL: 60 LF OF 6" PVC ITARY SEWER A Addendum 3 9 276, . . . ..... T EP ONE SERVICE LINE AT 1/8- PER FOOT MINIMUM. A Posted Set Update fil 20' PUBLIC UTILITY IP Av 3. CONSTRUCT 4" PVC STANDARD CLEANOUT. T P. 274.50 275 - EASEMENT ABL FL: 270.50 (VERIFY). SEE DETAIL S7-00 HEET C-7. ED Change Proposal Request (CPR) C/ BLE 7 BUS _S S _S_S PJ_AT S PEDES L EX. 8" SAN. SEWER PER PED S�AL S '777d�--s S vo-L. S f 2-0-5 _FG_ 4-3--r S 17 Minor Change CONCRET S 42'0353 W-362.99' SERVICE LEGEND -3 _R_ P. TRANSFORMER PZ 9w R.CSYMBOL DESCRIPTIO .P. EX. 4' CONC. SIDEWALKI.- ....... ....... . i ------- .......... . .... . ..... tONCRETE TRANSFORMER PROJECT NUMBER EX. 4' CONC. SIDEWALK (D ------ ...... --- - ----- SEWER SERVICE (611) rPAD . ....... CC PROJECT #1314 BACK OF----' BACK OF 1/2" IREN _ROD� CURB M SEWER .. . . .... ..... WATER SERVICE (2 1/2") & CA ET STORM SEWER STORM in APPROXIMATE CURB INLET �24" R.C.P. E SANITARY . . ..... . . ..... . ....... ....... B: INLET I SEWER HMP7 LOCATION (SCALED LOC.) TOP=274.60' TOP=273.68 i _4 """ APPROXIMATE EXISTING 6" GAS SERVICE Cn WATER LINE IOCATION Q COL rE DRIVE^oW R.O.W. RE: MEP (39, Sc T6 8C ASPHALT PAVEMENT) NFIRE SERVICE (6") ONC I II_ STORM SEWER I I I c5 I $ 0 LA INLET _j NOT BACK OF CURB Q EX. HYD* SIDEWALK APPROX.LOC. <1 I Of SHEET NUMBER SHEET NAME C-4 I S ITE UTILITIES PLAN DATE SEPT 9, 2014 Iq-j'1r3 FI OODVV,/\Y NOTE: SITE EXCAVATION, SUBGRADE PREPARATION FOR THE PAVED/STRUCTURAL AREAS AND GRADING SHALL FOLLOW PEDESTRIAN ACCESS DEDICATION 6.80 ACRES VOL. 2205, PG. 243 1/2" IRON ROD FOUND--,, (BENT) \� BRS: S 67'1'11 "W-0.23' BASE FL00 16 GA. GALV. MTL SIGNS - 12"X SIGN 18" BLUE & WHITE W/ STD ACCESSIBILITY SYMBOL 11 11 AT VAN PARKING SPACE, INCLUDE II A 9"X12" ADDITIONAL "VAN ACCESSIBLE" SIGN MOUNTED BELOW STD SIGN. 1 1/2" DIA. GALV. MTL POST W/ CAP OR 1/8" 20 0 20 40 60 FEET /� /.� THE RECOMMENDATIONS OF THE GEOTECHNICAL ELEVATION LINE 265' `n THK FORMED "U"- SHAPED POST SCALE: 1"=20' I �� �/ INVESTIGATION AND REPORT PREPARED BY CME TESTING AND ENGINEERING FOR THE PROPOSED SITE. N II , O# DOWNSPOUT COLLECTION & DISCHARGE I \ DE DIA. X 24' I // 00 YEAR r OD DEEP CONC. FTG GENERAL NOTES: FURNISH AND INSTALL A DOWNSPOUT COLLECTION SYSTEM I ,' ,' 1. ALL FINISHED GRADES ADJACENT TO THE BUILDING F'LAI1\1 2a' HC SIGN ELEVATION USING CORRUGUATED POLYETHYLENE PIPE (CPP) WITH I / " r1g 1 I SCALE: NTS / / SHALL BE 8 BELOW FINISHED FLOOR UNLESS E SMOOTH INTERIOR. CONNECT DOWNSPOUT LINES TO THE I / , X59 NO FENCE 1 OTHERWISE NOTED ON THE PLANS AND SHALL ACHIEVE Oa / PROPOSED DRAINAGE SYSTEM. ACHIEVE MAXIMUM20 POSITIVE DRAINAGE AWAY FROM THE BUILDING. N 22 1 / l PRACTICAL GRADE (MINIMUM 0.75%). USE CPP BOOT, r 2. ALL SLOPES WITHIN ACCESSIBLE AREAS SHALL BE A\` FL=266.0 \ \ CPP STANDARD FITTINGS AND ACCESSORIES. ��) /� MAXIMUM OF 2%. ,., -^ . 19 1 1. FURNISH AND INSTALL 125 LF OF 8" CPP ® '' �� 'P 1 ` - 2.00% WITH CLEANOUT, STACKED STONE ,' �TSTORM SEWER _ �6 "i', �u' \ „ � / JWNCTION BOX INLET - �� DISCHARGE HEADWALL AND 4 THICK REINFORCED I 1/2" IRON ROD - '` - T < \ TOP=267.01 �- �- '1 ---..____ = 267 CONCRETE DRAINAGE FLUME PER GRADES SHOWN. - �� I & CAP FOUND.-) - _ - - -� - 3: SL CONNECT ROOF DOWNSPOUTS AS REQUIRED. N ( 1 /2" IRON ROD I I 2. FURNISH AND INSTALL 30 LF OF 6" CPP ® 7 ` SET _ _ 2.00%. CONNECT ROOF DOWNSPOUTS AS I I`. -� ps2 31 "E n�. J J..48�16„ EN85.00' _ I �r^ I J -P. REQUIRED. REQUIRED. I _ 3.1 sLo E 3. FURNISH AND INSTALL 40 LF 0 6" CPP ® I I --- - - _ _ - l - _ �' FL=267.00 2.00%. CONNECT ROOF DOW` POUT AS Ir, ` - - -21 \ REQUIRED. I I I I ,- m rn w C4-- i I / �p \ ` N � 1 \ r BACK OF CURB (SCALED LOC.) *1 11 L� BACK OFJ CURB (SCALED LOC.) BACK 0 CURB 268 0b 1� 2 , _ _ 2 c� , N a, N y i I - •,,I_ cIV FUTURE PARKING LOT °�'\� to \ r�j a) mOD 1 \ J II_ - I I FUTURE DEVEL T ?74.40 -272 _--;�, LOT 1 TS -274.45 \ i i 6g' I r;._,y TS=274.40 ?�� I `�� 267 _ \\ BLOCK 2 4 SLOPE „ 126 6" CURB 6'-0" CONCRETE SIDEWALK 2" y� 41 00 0 W gl.•v Y i 2" (A 3/8" FLOOR PLATE �._ W/ SLIP RESISTANT COATING CONCRETE SIDEWALK PLAN 3/8" FLOOR PLATE 6 WIDE 4 W/ SLIP RESISTANT THICK COATING REINFORCED r- 2" (TYPICAL) CONCRETE 00 SIDEWALK / REINFORCING STEEL #4 BAR UNDER 8" 1'-8" 8" LEDGE (TYPICAL) 3'-0" SECTION "A -A" TRAN FORMER i I O / \ TS=274.\ ,12 ` 269 _269- _ ` ' o �` SCALE: 1/2" = 1'-0" PAD TS�274.40 l3 3 270 �. \ \�t�6� _ N I 271 1.$ _ \ \"---42" R.C.P. HC SIGN _ I ;�^� -..�� (SEE DETAIL) 04 STORM SEWER _ STORM SEWER I F -2 1.00 `\' ; MANHOLE JUNCTION 71 TS FF=275. o o �% / TS=274.7 �' \ ` \ \ �' -- � y, TS=274 90 4 \ \ \ \ ( \ o P� TOP=267.11 BOX/INLET I ,�N �� TS=274.80 , i TS=274.85\ o TOP=269.16' I I N \N y i i '"� A' // •/� \ \ II 2 \ ( C y ! y'' S i �.- \ " ?`"39 TS/FF=275 00,' ) o ��2 zOFIC�E *DS I -_ v / ',;� U�I QLD I G 1 F U T U R E �:� _) o 04� � N►r� j ! -_ --I I``�``�\4 / i,� ;� -r ",tir� - i I ^,,� `^� \ II) BACK O F E BUILDING FU URFF_27,500 F.0CURB wI DEVELiPM NT T_4 274 0 (SCALED LO C.)TS 74.EXPANS10N EXISTINGw S_274.84 I/ \ DUMPSTERS - TS=273.5 TC -2 2.90 \ TP 272:40,r z 274.76 / TS=274.90 " \ \ CONCRETE TS=274.29 TS/FF=275.00 _ ti 8 BUR , PARKING 10-7 .. 5 ```' T %TS 2 .40 TS=274.80 TS/FF=275.00 \ LOT 2 \ I \ OAK (SCALED LOC.) Y\�\\ / ' '� 2� \ •� .: Tc 273.00 \< 27 2 BLOCK 2 \ '3 14eTP 272.50.` TC/TS=274.23 \\ _ y I `\ ` LOT 1 TP=273.73 -y \\ TS=274.60 TS= 2.50 2 . `50 ACRES \ (� TC=272.60 / TAPER CURB HT. .� A A BLOCK 2 TP=272.10 \ I TS,/ /TC=274.25 TS/TP=274.40 �,, 5 / 4 I - - - - - - - - - - \ \ \ 6.36 ACRES `. TS/FG=274.38 ®EJ TS=272.90 TS=273.55 S O U T H C R E E K- P H .1 21 0f cv \ TS=274.60 TC/TS= 4.50 TC/TS=274.33 ® EJ j;_ - ! o \ TP=274 00 TP=273.83- - 16 - / TP=273 85 \ \ 3000 PSI CLASS "A" CONCRETE HC SIGN o (SEE DETAIL) I WHEEL STOPS 2AX. OPE 4" WIDE PAINT STRIPES AT 45' AND 24" O.C. TYPICAL z 4" WIDE PAINT STRIPES a Li W HC SYMBOL o HC SYMBOL U' � w Li V) X -- -_ P N PER PLANS PER PLANS IIDER PLANS 11 .ACC I ESSIBLE PARKING DETAIL TC=273.30 I / I / g - I / TC�273.68 I \ SCALE: NTS TP=272.80 - , 3 �� - - - - CLEANOUT I TP=273.1 2j 274 \ \ \ \ +27 1 A TOP 274. Ti .50 S i 2, P=274.00 - / _ 3 - TP=273.00 ( I ( ( y ' - \ \ ® SITE, GRACING & DRAINAGE NOTES T T C-274.40 TP=272.65 TAPER CURB T. - - - - _ _ I - - - 1 Cl7Y S C LLEG STA71I^ 1. TIE-IN TO EXISTING -HMAC PAVEMENT. PATCH HMAC �-- - } - I- - ANI EER NN 12 BUR o i PAVEMENT AS - - I - _ _ VoE, 3 EA�EMEN \ REQUIRED. \ r l I '�� \ TC=274.50 TC=274:18 - TP=273.34 _� - _ 05' PG' 228 TAK \ �' �' 2. CONSTRUCT 6" THICK REINFORCED CONCRETE PAVE ENT. % TP=274.00 7 TP=273.50 - - - \ til - /, Ta=273.68 0 EJ - TC=273.90 - _ - �' 3. CONSTRUCT 5" THICK: REINFORCED CONCRETE PAVE ENT. / TC=273.35 1 ( � TP=273.40 - - " TC=273.50 I TP=272.85 15 �' - - - - - - - 4. CONSTRUCT 6" REINFORCED CONCRETE CURB. TP=273.00 I I '+ '' REINFORCED CONCRETE ADA ACCESSIBLE SIDEWALK. i i w TC=274.26 - - - _ 12 275-- - - 5. CONSTRUCT 4 THICa, c=1 22 - TP=273.76 - - - - - 6. TIE-IN TO EXISTING REINFORCED CONCRETE SIDEWA C K. 3 4 \ - - - - 7. CONSTRUCT 4" THICK: REINFORCED CONCRETE ADA ACCESSIBLE CURB RAMP. < i I %4 % rte\ 4 \ TC=274.17 ® EJ n i '10\N rNo I / - . 8. CONSTRUCT ADA ACCESSIBLE HANDICAP PARKING SPACES PER DETAIL). TC=274.36 =73.x7 I®EJ( 9. FURNISH AND INSTALL BOLLARDS WHERE SHOWN. (RE: ARCH.) TP�274.25 =. =273.86 EJ 2BACK F 0TP=273.1CURB 10. CONSTRUCT 4" WIDE PARKING SPACE STRIPING. F12 0 D I /----__� ____ . __ - Ea_ _� _ _ _- _ -_----_-_-��___- _-- __-- _ EJ 1 ( I ( I ( I - - (SCALED LOC.) 11. FURNISH AND INSTALL CONCRETE WHEELSTOPS WHERE SHOWN. 14 z I / I� - - N - - - - �I II I REQUIRED. m I 1tk I - I TC=274.33 I ( o I I II II I - - 12. SOD, FERTILIZE AND WATER ALL DISTURBED AREAS. TP -274.36 ® EJ TP=273.83 ( \ FUTURE DEVELOPMENT CONCRETE 13. ADJUST EXISTING STORM SEWER JUNCTION BOX TOP TO PROPOSED TOP 1 N z I 4 ( �J; I 1 ( I I I i lo_ I (I (SCALED Loc. OF PAVEMENT GRADE: AS REQUIRED. INSTALL TRAFFIC RATED FRAME AND TC=274.45 ' 1 � 11 TP=273.95 i w 21 �` I 11 \ - ( ) COVER. \ ( I I U I 14. CONSTRUCT 2' WIDE CURB CUT WHERE SHOWN. �jjSTORM SEWER �-� 1 2 �, `� I 15. CONSTRUCT 8" WIDE RED STRIPE PAINTED ON THE DRIVE SURFACE JUNCTION, Fol I; TC=274.30 I I-- - LOT 1 " 3 BOX/INLET TP=273.80 1 L -I, ' r TOP=273.68' �• , �` I 3 T 275.35 TP=274.85 TC=274.60 I i TC=274.60 TC=275.30 TC=274.95 - J TP=274.10 i I TP=274.10 TP=274.80 ` 7 TP=274.45 25' BUILDING i I / TC=275.50 I I 4 TP=275.00 D1275 TC=274.90 TC=275.15P=274.40 TP=274.65 - - PEDESTAL CONCRETE--Z--I I I 12 _„ 4275 S 42°03'53" WN362.99' TRANSFORMER PAD I b i t 36" R.C.P. EX. 4' CONC'. SIDEWALK_.. 1 /2" IRON ROD - BACK OF BACK OF & CAP ET STORM SEWER CURB STORM SEWER �. CURB INLET INLET , �24" R.C.P. (SCALED LOC.) TOP=274.60' ` TOP=273.68' II II TOPOGRAPHIC SURVEY BY: II KLING ENGINEERING & SURVEYING 4101 TEXAS AV. + P.O. BOX 4234 + BRYAN,TEXAS + PH.979/846-6212 ELEVATIONS OBTAINED FROM GPS OBSERVATION. DATUM = NAVD88. COLLEGE i STATION GPS MONUMENT #128 WAS USED AS BASIS FOR ELEVATIONS = 265.71'. �I TC=27441 TP=27..89 ! 274 r- TC=274.50 TP=274.0 TC=274.65 - - - _ • - TP=274.15 -�- EJ - - - TC=2.49- - - - - - - - - - - - - - 74 - - - - TP=273.99. 2j4 275 TC=274.86 I TP=274.36 TC=274.75- @ J TP=274.25 (L= I I BUS 7 STOP EJ EX. 4' CONC. SIDEWALK i�/%////////f:�/////////I��//////.►:I/////////.Iii.► (3 BC TO BC ASPHALT PAVEMENT) �v ISSUE x IdU t:? EXISTING SPOT ELEVATION L BLOCK 2 BEHIND THE PARKING SPACES WITH WHITE FIRE LANE - NO PARKING - 1AK t'Im .(ryiy d� •� ,r 2 vs rt ''i x TW=NUMBER PROPOSED TOP OF WALL All,,i14-11 ADJOINING A cn_ x FG=NUMBER PROPOSED FINSH GRADE ELEVATION FIRE LANE SHALL BE': PAINTED RED. _ 0. 0% PROPOSED SLOPE IN PERCENT 2 Hl CJ CONTRAC11ON JOINT t (z I 17. CONSTRUCT DRAINAGE SWALE AND GRADE TO DRAIN tm 18. CONSTRUCT EARTHEN BERM WITH 3:'1 SIDE SLOPES AT GRADES SHOWN. o 19. CONSTRUCT EARTHEN BERM DISCHARGE. FURNISH AND INSTALL 18 LF 00 - ---�� ----- ------ 12" PVC ® 5.55%. 2�5 - �R c�9,o0N T EP ONE Ilk 0 20 P BLIC UTILITY I R� ® -�--+ Y EA EMENylij CLU) SFT ' (RE: ARCH) - PG. a) II U I -+-� cu 22. CONSTRUCT ADA ACCESSIBLE ROUTE. 5% MAX SLOPE WITH 2% MAX. r � I CD CROSS SLOPE. X C) W zLLj W o C-UUL TC=273.30 I / I / g - I / TC�273.68 I \ SCALE: NTS TP=272.80 - , 3 �� - - - - CLEANOUT I TP=273.1 2j 274 \ \ \ \ +27 1 A TOP 274. Ti .50 S i 2, P=274.00 - / _ 3 - TP=273.00 ( I ( ( y ' - \ \ ® SITE, GRACING & DRAINAGE NOTES T T C-274.40 TP=272.65 TAPER CURB T. - - - - _ _ I - - - 1 Cl7Y S C LLEG STA71I^ 1. TIE-IN TO EXISTING -HMAC PAVEMENT. PATCH HMAC �-- - } - I- - ANI EER NN 12 BUR o i PAVEMENT AS - - I - _ _ VoE, 3 EA�EMEN \ REQUIRED. \ r l I '�� \ TC=274.50 TC=274:18 - TP=273.34 _� - _ 05' PG' 228 TAK \ �' �' 2. CONSTRUCT 6" THICK REINFORCED CONCRETE PAVE ENT. % TP=274.00 7 TP=273.50 - - - \ til - /, Ta=273.68 0 EJ - TC=273.90 - _ - �' 3. CONSTRUCT 5" THICK: REINFORCED CONCRETE PAVE ENT. / TC=273.35 1 ( � TP=273.40 - - " TC=273.50 I TP=272.85 15 �' - - - - - - - 4. CONSTRUCT 6" REINFORCED CONCRETE CURB. TP=273.00 I I '+ '' REINFORCED CONCRETE ADA ACCESSIBLE SIDEWALK. i i w TC=274.26 - - - _ 12 275-- - - 5. CONSTRUCT 4 THICa, c=1 22 - TP=273.76 - - - - - 6. TIE-IN TO EXISTING REINFORCED CONCRETE SIDEWA C K. 3 4 \ - - - - 7. CONSTRUCT 4" THICK: REINFORCED CONCRETE ADA ACCESSIBLE CURB RAMP. < i I %4 % rte\ 4 \ TC=274.17 ® EJ n i '10\N rNo I / - . 8. CONSTRUCT ADA ACCESSIBLE HANDICAP PARKING SPACES PER DETAIL). TC=274.36 =73.x7 I®EJ( 9. FURNISH AND INSTALL BOLLARDS WHERE SHOWN. (RE: ARCH.) TP�274.25 =. =273.86 EJ 2BACK F 0TP=273.1CURB 10. CONSTRUCT 4" WIDE PARKING SPACE STRIPING. F12 0 D I /----__� ____ . __ - Ea_ _� _ _ _- _ -_----_-_-��___- _-- __-- _ EJ 1 ( I ( I ( I - - (SCALED LOC.) 11. FURNISH AND INSTALL CONCRETE WHEELSTOPS WHERE SHOWN. 14 z I / I� - - N - - - - �I II I REQUIRED. m I 1tk I - I TC=274.33 I ( o I I II II I - - 12. SOD, FERTILIZE AND WATER ALL DISTURBED AREAS. TP -274.36 ® EJ TP=273.83 ( \ FUTURE DEVELOPMENT CONCRETE 13. ADJUST EXISTING STORM SEWER JUNCTION BOX TOP TO PROPOSED TOP 1 N z I 4 ( �J; I 1 ( I I I i lo_ I (I (SCALED Loc. OF PAVEMENT GRADE: AS REQUIRED. INSTALL TRAFFIC RATED FRAME AND TC=274.45 ' 1 � 11 TP=273.95 i w 21 �` I 11 \ - ( ) COVER. \ ( I I U I 14. CONSTRUCT 2' WIDE CURB CUT WHERE SHOWN. �jjSTORM SEWER �-� 1 2 �, `� I 15. CONSTRUCT 8" WIDE RED STRIPE PAINTED ON THE DRIVE SURFACE JUNCTION, Fol I; TC=274.30 I I-- - LOT 1 " 3 BOX/INLET TP=273.80 1 L -I, ' r TOP=273.68' �• , �` I 3 T 275.35 TP=274.85 TC=274.60 I i TC=274.60 TC=275.30 TC=274.95 - J TP=274.10 i I TP=274.10 TP=274.80 ` 7 TP=274.45 25' BUILDING i I / TC=275.50 I I 4 TP=275.00 D1275 TC=274.90 TC=275.15P=274.40 TP=274.65 - - PEDESTAL CONCRETE--Z--I I I 12 _„ 4275 S 42°03'53" WN362.99' TRANSFORMER PAD I b i t 36" R.C.P. EX. 4' CONC'. SIDEWALK_.. 1 /2" IRON ROD - BACK OF BACK OF & CAP ET STORM SEWER CURB STORM SEWER �. CURB INLET INLET , �24" R.C.P. (SCALED LOC.) TOP=274.60' ` TOP=273.68' II II TOPOGRAPHIC SURVEY BY: II KLING ENGINEERING & SURVEYING 4101 TEXAS AV. + P.O. BOX 4234 + BRYAN,TEXAS + PH.979/846-6212 ELEVATIONS OBTAINED FROM GPS OBSERVATION. DATUM = NAVD88. COLLEGE i STATION GPS MONUMENT #128 WAS USED AS BASIS FOR ELEVATIONS = 265.71'. �I TC=27441 TP=27..89 ! 274 r- TC=274.50 TP=274.0 TC=274.65 - - - _ • - TP=274.15 -�- EJ - - - TC=2.49- - - - - - - - - - - - - - 74 - - - - TP=273.99. 2j4 275 TC=274.86 I TP=274.36 TC=274.75- @ J TP=274.25 (L= I I BUS 7 STOP EJ EX. 4' CONC. SIDEWALK i�/%////////f:�/////////I��//////.►:I/////////.Iii.► (3 BC TO BC ASPHALT PAVEMENT) �v T FOR CONSTRUCTION - - - - - -- ------ ® DEMOLITION NOTES 1. CLEAR AND GRUB SITE AS REQUIRED. 2. SAW -CUT, REMOVE AND DISPOSE OF EXISTING CONCRETE CURB AND GUTTER IN AREAS SHOWN. 3. SAW CUT, REMOVE AND DISPOSE OF EXISTING CONCRETE SIDEWALK IN AREAS SHOWN. LEGEND ISSUE x IdU t:? EXISTING SPOT ELEVATION L BLOCK 2 BEHIND THE PARKING SPACES WITH WHITE FIRE LANE - NO PARKING - ADDENDUM 2 x TP=NUMBER PROPOSED TOP OF PAVEMENT x TW=NUMBER PROPOSED TOP OF WALL TOW AWAY ZONE" STRIPING WHERE SHOWN. ALL C6RBING ADJOINING A cn_ x FG=NUMBER PROPOSED FINSH GRADE ELEVATION FIRE LANE SHALL BE': PAINTED RED. _ 0. 0% PROPOSED SLOPE IN PERCENT 2 Hl CJ CONTRAC11ON JOINT 16. CONSTRUCT UNDER SIDEWALK DISCHARGE PER DETAIL. (z I 17. CONSTRUCT DRAINAGE SWALE AND GRADE TO DRAIN AS REQUIRED. 18. CONSTRUCT EARTHEN BERM WITH 3:'1 SIDE SLOPES AT GRADES SHOWN. 19. CONSTRUCT EARTHEN BERM DISCHARGE. FURNISH AND INSTALL 18 LF ---------� - ---�� ----- ------ 12" PVC ® 5.55%. 2�5 - �R c�9,o0N T EP ONE 20. FURNISH AND INSTALL 25 SQUARE YARDS OF STONE 21. CONSTRUCT 6' TALL OPAQUE WASTE SCREEN WITH RIPRAP. GATE AS REQUIRED. 20 P BLIC UTILITY I R� v T Y EA EMENylij SFT ' (RE: ARCH) - PG. ( I S �_�CAgL ® PEDES L 22. CONSTRUCT ADA ACCESSIBLE ROUTE. 5% MAX SLOPE WITH 2% MAX. VOL. 2205 243 I CROSS SLOPE. T FOR CONSTRUCTION - - - - - -- ------ ® DEMOLITION NOTES 1. CLEAR AND GRUB SITE AS REQUIRED. 2. SAW -CUT, REMOVE AND DISPOSE OF EXISTING CONCRETE CURB AND GUTTER IN AREAS SHOWN. 3. SAW CUT, REMOVE AND DISPOSE OF EXISTING CONCRETE SIDEWALK IN AREAS SHOWN. LEGEND ISSUE x IdU t:? EXISTING SPOT ELEVATION L x NUMBER PROPOSED SPOT ELEVATION BIDDING SET x TC=NUMBER PROPOSED TOP OF CURB ADDENDUM 2 x TP=NUMBER PROPOSED TOP OF PAVEMENT x TW=NUMBER PROPOSED TOP OF WALL x TS=NUMBER PROPOSED TOP OF SIDEWALK x FL=NUMBER PROPOSED FLOWLINE ELEVATJION x FG=NUMBER PROPOSED FINSH GRADE ELEVATION EXISTING SLOPE IN PERCENT... _ 0. 0% PROPOSED SLOPE IN PERCENT EJ EXPANSION JOINT CJ CONTRAC11ON JOINT -�EOF rFee GRANT LANE �USCHKA � ......... 111545 Oo >� S THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY GRANT LANE LISCHKA P.E. NO. 111545, LISCHKA ENGINEERING, FIRM NO. 16026 ON JULY 17, 2014 FOR REVIEW AND PRICING PURPOSES ONLY AND NOT FOR CONSTRUCTION DATE ISSUE PERMIT AND JUNE 13, BIDDING SET 2014 ADDENDUM 2 DRAWING UPDATE SYMBOL LEGEND 0 Addendum 1 A Addendum 2 0 Addendum 3 A Posted Set Update CFR Change Proposal Request (CPR) 0 Minor Change PROJECT NUMBER CC PROJECT #1314 SHEET NUMBER C-1 DATE JUNE 13, 2014 20 0 20 40 60 FEET SCALE: 1"=20' BACK OF CURB (SCALED LOC.) 0 . co W � O Z r -00 rn G-)0 z � 00 c) ;;a m0� >Zco D Z C7 D Cn "X" FUND IN FACE ----,.,K OFC NCRETE CURB BACK OFJ CURB (SCALED LOC.) r I O0DVVAY , , PEDESTRIAN ACCESS DEDICATION 6.80 ACRES VOL. 2205, PG. 243 BACK OF 1/2" IRON ROD--- _ BACK CURB F` & CAP SET i — CURB — - — (SCALED LOC.) CO_LGATE DR_l_1/_EN60 A R. 0. W. — (39' BC TO BC ASPHALT PAVEMENT) Ln `, �� LOT 1 BLOCK 2 0 C BACK OF (I CURB (SCALED LOC.) \\ I� EXISTING DUMPSTERS \ CONCRETE PARKING (SCALED LOC.) LOT 1 BLOCK 2 6.36 ACRES �=[ SOUTHCREEK—PH.1 SBACK OF CURB (SCALED LOC.) CONCRETE PARKING (SCALED LOC.) LOT 1 BLOCK 2 SWPPP L-1 17- FABRIC FENCE INLET PROTECTION X FIN 4 ISSUE C-3 PERMIT AND JULY 17, BIDDING SET 2014 ADDENDUM 2 PLAN t PEDESTRIAN ACCESS DEDICATION 6.80 ACRES VOL. 2205, PG. 243 BACK OF 1/2" IRON ROD--- _ BACK CURB F` & CAP SET i — CURB — - — (SCALED LOC.) CO_LGATE DR_l_1/_EN60 A R. 0. W. — (39' BC TO BC ASPHALT PAVEMENT) Ln `, �� LOT 1 BLOCK 2 0 C BACK OF (I CURB (SCALED LOC.) \\ I� EXISTING DUMPSTERS \ CONCRETE PARKING (SCALED LOC.) LOT 1 BLOCK 2 6.36 ACRES �=[ SOUTHCREEK—PH.1 SBACK OF CURB (SCALED LOC.) CONCRETE PARKING (SCALED LOC.) LOT 1 BLOCK 2 SWPPP L-1 17- FABRIC FENCE INLET PROTECTION X FIN 4 � L ONCRETE TRANSFORMER PAD NOT FOR F"UCTION, o° GRANT LANE �LISCHKAo ° • 111545 ° THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY GRANT LANE LISCHKA P.E. N0, 111545, LISCHKA ENGINEERING, FIRM NO. 16026 ON JULY 17, 2014 FOR REVIEW AND PRICING PURPOSES ONLY AND NOT FOR CONSTRUCTION DATE ISSUE C-3 PERMIT AND JULY 17, BIDDING SET 2014 ADDENDUM 2 PLAN _ r t, � L ONCRETE TRANSFORMER PAD NOT FOR F"UCTION, o° GRANT LANE �LISCHKAo ° • 111545 ° THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY GRANT LANE LISCHKA P.E. N0, 111545, LISCHKA ENGINEERING, FIRM NO. 16026 ON JULY 17, 2014 FOR REVIEW AND PRICING PURPOSES ONLY AND NOT FOR CONSTRUCTION DATE ISSUE C-3 PERMIT AND JULY 17, BIDDING SET 2014 ADDENDUM 2 DRAWING UPDATE SYMBOL LEGEND 0 Addendum 1 0 Addendum 2 Q3 Addendum 3 Posted Set Update SPR Change Proposal Request (CPR) Minor Change PROJECT NUMBER CC PROJECT #1314 SHEET NUMBER SHEET NAME C-3 EROSION & SEDIMENT CONTROL DATE JULY 17, 2014 PLAN