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SDP198900010 Plan - Approved Minor Amendment 1989-04-06
S ITE TOTAL,s & LAN -D USE DATA IOTA L SITE AREA /O 0000 ACRES 435 , 600 S. F• . . . CURREN T ZONING : HC, PROPOSED ZON I NG : HC CURREN T USE •, VACAN T PROPOSED USE : .� s 7 - "Y. R,. TD -TA L ' N UMBER OF EXPECTED EMPLOYEES : 50 - ...-....« k . , TO TAL" BUILDIN�i CO VERAGE 44,772 S. F, /0. 3 PA VEMENT CO VERAGE 268;-500 S. F- 61.6 OPEN SPACE 122 ,328S.F, 28. i DEVELOPER : CARTER MYERS .,�.: ,�, _a___ -;.:.: t' P. 0. BOX A. S. ._ , CHESTER , VIRGINIA 2383! 80 4 - 748 - 6461 CUSTOMER PARK/NG PROV/DED : I /d SERVICE " • " 185 EMPLOYEE " " 50 CAR DISPL A Y " 3 13 R 9'x /8 AMMFNDED SITE TOTALS & - vv,r.,r,ncic.,,v,v rL,i,v[/ Iu (..LCH/V muu ,vlvu ucor7,J ,r/TVm Inc: /I/TCJ Vr' Uc/"H/1'///VU VCr!/LLCJ. -- - .8 mi 12.- 4fs 18'� ', ! !!= 12.7 fs / 0 17 DI 3A 5 - 49 - - _ - - --- • 8 6 0.1 0. 9 0.09 I 8 7 n. 6. 4 In/ hr 0 0 c \ 00 00 5 35 ., I __. L _ _ _ //. ALL EX TER/OR L/GHTLNG SHALL BE D/RECTED' SO AS NOT TO 'D/STURB ADJACENT SfTES .. �+ AND STREETS., - - 6 5 0 01 0 9 0009 4.22 7 min. 4 n -/hl / o IS MH 500.50 494 34 - , -- L A D U S E D A T A NOS - 2 7. 0 c f s 2 4 2 2 0 4 0 °', 4 5 c. f s \ L 1 9 M H 5 0 0. 5 0 4 9 1 7 0 ,- r9 �u r` /;OAC% _.,,_ - . :. • /2. LOPE SHALL BE GRADED St EEPER THAN 2 / - - o / 1 lSQ , /'4E , -- - i F 3 Dui 0 -8 0 85 _ O 6a1 7.61 7 min F 4 In/hr 48.7 cfs 36 0 0 j /0 52 cfs \ _ __ __. /3. PAVEM._NT SPECS, ARK/N T AS T BEA G A ., 0 INDICATES DRA/NAGE STRUCTURES_ TO BE'INSTA L M.9G� P G L. I B E O G R. M T L. S/ZE 2/ OR 2/A COMPACTED . o - \ \ . L ED w .; I A 17. .,... _ - . T q DEPTH OF 6 SURFACED WJ / H / / 2 OF S- 4 OR S-5. , , , . _ ....:. { W/TH PHASE.ONE. CONS TRU T` ON___ .: I OT L BUJ A C / - LDING COVER GE 39 9 l6 S. .. ....... . 4 AREA �c TWEEN PHASE ONE B PIfASE , WO BU/LD//✓GS, TO BE TEMPORARIL Y PAVED AS - , THE DETENT/ON POND CONSTRUCT/ON_1S /NCLUD� / --- -- L. PAVEMENT COVERAGE 2BT, B75 S. F. 66 / , - - • - _•--.- - ...- -..-- .-. o /• \ _ A PART OF PHASE ONE. M/N/ M U.M _ 6 BASE , PRIME 8 SEAL . i - C1. N.: , : OPEN SPA C E / O 7, 809 S. F. 25 / j _. _ ::-„ - i ►- _ _ Crimp around outteYend 9f p€pe dnd secure ,j- ; ° �` PHASE. ONE. to pi a wifk alvanized ateet wire• AA 19 I.3 0.9 1.17 1.17 6 min. 6.7 In/hr" 7.8 cfs 12 33 10 /0 11.3cfs _ - -- -- P. 9 PLANNING DEPT• a -r CUSTOMER PARK/N G PROV/DED 7/ o / i �� , 7 /� Q/� ��-� / SERVICE " " 178 TAX MAP 45 PARCEL 173 I / \ _ AA DI 3B 12 50 1.00 4 9 5.00 " I /, _,. i !'/�CXS'7 } . ITA 2 O Y E S0 PRESTON STALL_fNGS f / \ - DRAINAGE STRUCTURE NO. /5 TO:BE ABANDONED NO S CARD/ P. A -- _ _ + . S L Y \ I �. TE 3� _ \ - _. u s - BE. E 7 f AND THE T P T D fCR T C R AA. B_ / 1 O O S R T U E._ .. D O 8 2 U_ _. - ...: ....... t, ENGINE R t s If c st In lace., For r cos ee. E 1 N G DEP T _ All eoncre a to be Cla s A3 a p e t - I P TOTAL 6 8 7 SPACES - ZONED : R- 6 \\ `\ - ( / 1 _ _ - _: { Sheet 109.02,' (, place wire mesh small I C ft eta Quandt es shown are based cn a 6 / /3 EMPLOYEE PARKING SPACES ON MYERS DRi VE � I i i - I animal shield. as de- -- - 0 i - , y- pine• ^ter/ '� TOTAL 700 SPACES PROVIDED tailed at right,ot out- PLAT; i. ':,ler S,�ts t iy, vi l�:pa i�e:� y'uu, ,..�s' v I Ti���w �- :� ( / I tau end of .pipe. adjusted accordingly I ,.. - DEVELOPMENT /S ON TAX MAP 45 PARCELS 94A B B - • _ - / / f / I Cost f wire mesh shield at outfdPt end 'of pipe is to.be included - Z 0 N I N G DEP T. \ in rice -bid for pipe. / NO TE . INTERNAL ACCESS ROAD SHALL BE CONSTRUCTED s // / / ( i \� � '';- This item maybe precast�•cost In place. ' f�-,2�z- �,qI '. • PR/OR TO /SSUANCE OF A BUiLD/NG PERM/T FOR 9 / ( / _ 6tetntorcln tee! Ouontittes 9 • I HetgM size Top Wewblls Footing . ttl I Length Slze Spacing Cu.Yds. RelnL Increment F I R E 0 F F I CIA L A SECOND USER ON THE 60 W/DE /NGRESS AND �, `IZ / / ( ./ . of Fn- It_). slab (w), width Regd . c -C Cone. sleet . - . . . . (D) (Fl . . b Y s. EGRESS EASEMENT. ,,V -•� �//j // ` // /%. / \\ • Bslow21 4.-_e,• 'V. Le s2 -;it#a •a". 0.995 So '0.043 �� yt�(�1 VEH/CL ES THAT ARE FI�t2 13/SPLAY PURPOSES, �o y9, � // / / � - f I i \ - 2,-5d a'-4` a* eI 14" 32 a�t• #5 6" 1,240'136 0.053 ; ARE TO BE D/SPLAYED IN THE/R DES/GNA TED \ - / \ AREAS O NL Y. s 0 �/ ) / / / / / // I \ ` � - - _ - - - _ - ' auontifies shown ore based on an 8" depth of footing, add ALBEMARLE COUNT Y Incremantcl quantify for each additional ,I" o! depth. S E VICE A U T H O R I T Y NO PARK/NG ALLOWED ON TH£ NORTHERN HALF �� // / C a 7';;:<: -- 4 e. a' / / Keyed Construction Joint r OF THE ACCESS ROAD /NC.LUD/NG TH£ -t 26 l / 1 >r..:. �/ CUL - D E - SAC . 60 / �. -� * k ( - - - - - - a. A11 Fo4r Sides \\ / I ( R ( 1 /LeveWater -'i3'`"`` VIRGINIA HEALTH DEPT, ; - �� `II ( \ ( ;;:r ;a 2" g•x'�Lg• •,b '.. Minimum 8 Construct o ` !� / I -'` I g, \ , '' 7m`':::dr. , Opening .7a Firm. Foundation / / . G 0_ 20 )J/� � 109\ I �\\ I / / _ `P, u �.f- I - V _ � / I / / PLi(K \ I I _� \ \ I f z -_ - ` ! _ . .. VIRGINIA DEPT, OF HIGHWAYS ` X11 e/ Cg \ ( \ c� // / ,- � - ; .SECT)ON A•A.' AND TRANSPORTATION COUNTY Ola ALBEMARLE � ///�(� �I e(J 1 \ / I I / / / \ \ '_ .. .. 1 - 1. g ss _ - .. . ..._ .. .. _ . ,x DEPARTMENT OF ENGINEERING `` /i / %- \ / r ( \ \ ,,. '� \ ! / � % / � I - _ .. V i// V� / _ a �_ - / / / / .. . Gi::NERAI, CONSTRUCTION NOTES FOR SITE PLANS J Revised: February 14, 1989 - j�IV0a/ / / \ \ ,L- _ - - -- / / / / � \ - - . • SPECIFICATION Q� _ STANDARD SPRING • EOX REFERENCc / J / / \ \ \/IRGINIA.;tJEPARTMENT 104 Q4 1. The abbreviation V.D.O.T, made hereafter refers to the ` TAX MAP 45 PARCEL /O/ ���/// / i l I \ .,._.\ 5J0 a' i / / \ \ 2 0. Virginia Department of Transportation. The term County / JOHN E. STEIN B DENNIS D. SCHAUER /t`4 I \ \ \ \ -E- / / / /� \ 5 / / \ WAYSr A►yD�TRAAj$PORTATiOtJ.. 03. refers to the County of Albemarle, Virginia. I •Q� \ \ 10.! - - HIGH 1 I D. B. 996 - 647 0..� `,�1' ///(0 i "I � / / i \ � -- - >- • \ I „. 2: Pzrar to commencement of an construction w /;G _ L� Y. ithin an existin V (: / _ \ f _ Y g l z N l i O ED C / / _ % - ublic ri ht of wa in 0'/ � P g Y, eluding connection to an existin /r 11 ( hk / /// G 4 % �_ �\ / / I I i - - _ -_ NOTE: FOOT/NGS MUST BE PLACED ON SOIL WHICH HAVE A road, a permit for said construction shall be obtained from I 0 V.D.O.T. / I / 11 0 \\ \ � \ o rz< \ ` ` ( / r � . ( k ,r �, � ° _ ` ( ( 1 �� - 1 _ - M.'N/MUM Bim'-,-1;R/NG CAPACITY OF 2000 lbs/sq ft. IF I / I I � \ 1 5 0� \ - o I- � ' \ \ �' o ` I --- SOIL DOES NOF MEET THE BFFORE MENTIONED SPECIFICA T IONS ; - 3. All paving and drainage related materials and construction 1 \ o I Q, 7 ,"\ � o� ti � °i- 1' I i I 1 ` - _ - _. ._ � / I ` { / /i4 ,---__,I__!� � \ ., ! - 1 - - \ PILINGS MU:a T BE PLACED AT EACH CORNER OF THE FOOTINGS. mettiods shall conform to current specifications and standards \ - t 1 \ ( \ I- �' Dob _ -cry �_ .-� ti I - ` of V.D. U. T. unless otherwise noted. _ ` j I \ \ \ 1 1 `� 1 1 / r1 , yep ~ \ c - m. o` I- \ / y ! 1 1 1 1 \ \ 4. Erosion and siltation control measures -shall be provided in I ` 1. \. k I �\ `�' �- cn -�_ \ eco d w L I I. , a i once _ l zth-the a 1 rov .-, . ed o , . er sion o I \ c ntrol an a � \ - - a PP 1 nd sha 1 1 ' \ 0 \ \ 1 - be installed prior to any clearing, grading or other / 1 1 1 \ ` \ \ { ( 0 h k6/ ( \ oa y - SCS �c ' 1 i j 1 \ \ I_ construction. I 1 1 \ \ \ \ . I 1 0i;f \ s , \ / \ \ J / a,' \ \ \ - / 1 1 \ \ I 1 \ /�V / r \ \ \�. ( 1 \ \ \ i Q / i \ \ / I� 1 ' `,: \ \ \so. I \, � \ \ra _ _ ti j ( , I i I I I . \ I i ' l - r ;� ` ,� 1 I 1 I I /�p,u O O�� )00000 5. All slopes and disturbed areas are to be fertihPzed, seeded / / I �\ \ \ \ \ \ \ \ / ( // \ . % -- // �i�nBoD 0U r and mulched. Maxi,num allowable fill or cut sloe is 2.1. �' ! \ ,�- � ` / \ \ o � --` !3 (� \�� \ 1 I / I � \ ��� Where reasonably obtainable lesser slopes of 4:1 or better / / ) \ / \ I l g \0 0 �cxi0 , are to be achieved. - / I \ 4 / \ _ --1-.. _:, 1 • . O / / / � \ ` % i' ••° - o n �_i \ _ j f I / 1 \ f \bD D / 6'"DUCT/LE /ROS ,y� 1 -_-__� o _ / c-. _ - _. WATER LINE PJP All drama e role s sha f I \ \_ \ ` / E 6 t 11 have \- \ a 2 inch local d \:: e n s TA :MA A ,. D g e Sion. X P 4 P / / 5 R CEL 2 / .. _ . \ I ' / \, - i / / GEOFFERY KIL MER et a/ 1 / i - ` \ \` \ 1 J O O Jr 00 \ 0 1 �fl I i. Paved or ri / / / i I } / - LL I p -rap lined ditch may be required when in the / ( / / .� { I- -1 \ I30. 25' \ �'\ % opinion of tY:e Director of Engineering, or his designee, / / D B /0I 2 - 455 / I / I I / i / I 1 0 �� � \ \ „ „ / , - /r Xt�� p O - ` it is deemed necess: ry in ender t� stabilize c dr=ainage I / f / 5. / / / / I I / \ >� o- \ ,r c Type � I channel. ZONED HC / / I - �`� \~ _ \ \ B/owoff�i� \' �' f / ( I i \ T',' MAP 45 PARCEL /08 / //r/' o oo / I 0 t ! / _ _ O \ % \ I k \ No 5 STONE ! / / _ .. '� / / // / , // j�' (. \ ._ 6'O f Hafer Lin �� \ \ \t \ \ \ Z' \ '\ \ I ( l I I I \ R/CHAfr:? c/. DEBUTTS, et. o/ ! �0 $ r o R� / 8. X11 traffic control si<�ns shall conform with the Virginia i \ e /fie- e Exist. Spring I \ \ \ \ p ap , / / Deioi t \ y, 1 D. B. 427 - r!? 6 / Lam- 6- O�0 / J ! -\I / / � / i o - � ' ..- � / // / // / / / I 1 II " °'- /- (See Detoi/ J t��___. Manual for Uniform Traffic Control Devices, latest edition. I / � -�; � / / { � � •, � � � �.` I i i � ;;; I � I \ \ I \ / , A �j n / f = ! / / / / / / ( y` I I�I. I-" j,• Ile %J, .... / - - i SB -I Modified _ 11 7 O x sf - �Y' J / -./ e, s 'i_ . VDH.9 T €. � I itl i ,ill . v 1 II - I� { I \ o'� .SON I �, \ :, c 9. Unless otherwise noted all concrete pipe shall be reinforced / / - -_ / / / i I1 , / " 14• / % I r -os �,y \ t r- concre to pipe - Class III . / / / / � / / / / i I I I I (I,� y� � - , _ - * / iy / / ; ! 11 . I ! Ei o, � I ` 1 - -�\� I I I I i 1 / / ! / / / ! I { Ill �h � 1 .....fir, ." / - z / / / % . o a I I \ �(� S E D D I N G 8( D I T C '-I D E T A I L. 10• .;Il excavation for underground pipe installation must comply ( 1 / / ; r �� / / / / / 1 I(• I -�' .� ��%�"I / £X/ST/NG BU/LD/NG 14) ��" \6• �l \ I \ _ ,l water din / l eta nts i / / I n � \ II L' Ductl1e (non Q iJitch 0 / with OSHA Standards for the Construction Industry (29 CFR � �It� / / � FF 503.5 / 1 $•-§ / ddi 9 Part 1926). / I ( ` - / / ( I \ l � / / / / ) 1 / r I ,1 1 1 ! i `' / / / / / i , a, La, v, / r/n, I I - - - I a t __ I i / \ ' ': , % ' _ 1 / / / i / 1 I I `Ii �� '- / N '__ _ .�,.,J / � ( ��\\ b �� �0`// j /i'/j/i I ► 1 1 } I \\ _ 480 �� (see e 480 _ __ . SiTE BENCHMARK \ \ \ ; O / ; j/r ; f _ - - . _ a % / \ \ �'� \ � \ ) l N / / (� 1 / h 70 _ �� 34. /.W 5r^``,.�i`JC.. 1 € r+ \ ost J ,, 111 �';/'/ � I , � -- 1 / \ _ - - - �{ / ( I Bottom Bolt Fire Hydrant , \ ) C �' \ I/ / / in iF / PROPOSED _ / J I I `n / I \ Elev. 526.80 / / } \ \ \ _ ` , " \ ) �-) ��// / / p / - E ( - - / ` \ ~ \ L / / / y I "i� i �/ / r BU/LD/N G / ( I 1 o 1 ti ( !! �I ,, 1 \ 1 \ . \ � 1� I % / / l I F.F. 503.5 O / I I i I \ I \ / \ ),/ _ / / / „, / ., �i I,; / /, / I , ,� 2 \ illi 1 / \ - _ _ :; \ \ v� / / / / / / / !9 / _ I / �, 7 / %s4.38' + NS n \ 1rr 1 ( \ 70 i I ! ► I e �'7O _ - ------- - 1 / i / t. i _ . \ \ \ 1� / / / / / 1 / / c.o % 4 \� I \1 I' i 1 \ \ `� \ / / / / i / l l / / 3 I � ' � /. / / I 1 \q, _� 1a"c i ! \ Oto �tO 2tO 3tO TAX MAP 45 PARCEL' /03 / / % / / / r i � / / / / i I �, / / / / Ex/s t: Ora in.Structure .1,: Customer Parking :, I� , , L 1. / I I 1 1 I \ . --- _- / / / i i / I l / / / � G r _ No.15 to be �- VDH& T td, � os ` I i I ! / 1 \ , YMELON LAND TRUST / `/ / / / / / / / h iAbondoned u - \ I t 0... 7.. l 50' VERT. J" _ /O' D. B. 6 / / - 3 6 9 / / . / / / / l / h, andicap \ CG- // Entrance c _ // / / / / / / l I I / / / ti' I' � / ° U Porki/ q i!6 \ %\ �1� E \ � I I I 1 1 / 4 o j ZONED . C- / .. / / , / / / / N / I I -x r I 1 I i ' % i i �1 I ii \ I / i TAX MAP 45 PARCEL /05 1 f D/s !a ' 1 Disp/o Pork,n DispJa Parkin D' \ / / / o 1, ,,.1 � P y y 9 y 9 :i c � \ t �� ( � 1 ( I , - / /Z // / / ,, RIO 29 SELF STORAGE / � IJP f i� 51 - � (� r_�_ - , ,� O I I ' i i . __ / / / J/1 , E5 �. - "� I \ --------- - 5 Sidewalk , s` / , L /Ml TEQ PARTNERSHIP / •1( ( r - ____ C.G. 13 \� 3 E, J/ I ` \ i 1 I . / / / B / a = I 1 \ / / / D /005 - 507 / 1 1 o o o o' CG -2 1 \ _ - .. -_ _ - - . - - --- . / / / / / ZONED : HC I / ( III i 11 I rf C} Q_ \ ,� CZ\\ \ / I i 1 \ \ _ - - -- �/ , / i / / ` I I 1 I I ( / i 11.1 1 - jl Disp/a Porkin q r. I r f \ 1 ,, ��/ i 1 ` -\\ \ 5 . / / f / / < I I !t ! . I 0 / 1111 ' 4I / I � \ Display Porklinq o 4 y��\�. \� ( \ \ \ \ \ ;.� 1 / / / , I k� III ! I ,I o \ I f I I I ! I ► ' �, a *•°� \ 1 \ \ \ _ _ , / I 1 \ \ { / j III { - L. f \� , �= y: ` \ _ No �, •,• ©� �' \ \ I \ �• ` \ \ \ \ �b r� . / / / I ' 1 / I I I i; o: \ o \ m , - ' - cr, �`-') 0 ; \ \ w ` ,.1 \ \ \ ` N a / / / / I 1 \ \ i / I 111( -485 I o, I I I Q I I I I I� - I I Disp/a Porkin m . Dis /o Parkin \ °i ` E \ _ / \ / !� i! 1 vi \. y q 4 I P y, 9 \ C.G. I W , \ �. \ \ \ \ \ \ o 1 25' / 1 / t \ \' 1 S 1 V / i , - \ \ \/�\ 1 .J ``J�- _ - - 41 � N O -~-- Y e// o w P a i n t e d :\ ' ` 1 11 \ \ l / L` \ \ `� �' 1 \ Q N Stripes _ .t • P A I (� 1 a x 4 R K/NG I_ ; 1 I m. _.. 8 \' 1 / / 1 I \ G - / - - 2 CG -/2♦ , = I 24 26� Hondica `4.� \ VOHBTstd s �1 C'-�:. �aront e V�\ 5' Sidewa/k j - _. _. I- , o "i \ ~o-.' Cv-3 Har,uicap I / / r / \ I 1 ' S 34 27 .1 i 1 \ 1 \ _ - - I iC O. s \ p / 1 / / / l O - / '`. \ 1 I %11 \ eorking -moi \ Porki.�g I`s� mJ .\� 1 1 ti off• \ \ \ / ! / / / O Z l 1 I I o f I\ I l �t o I \► I I !' o 1 i `v ,I I �' / \ �' -___ , , :, r Hydrant :: I Fire ` Em Io ee w Customer Parkin Customer Pork/n o o' Y - ` i y w g\ ., % q Customer Porking I �, E'mplAe 1 / O l v - , - ___ - _ _ ._ - � \ � I � / % VDH B T Std CG -2 ii I (3 c� cn Q / / / 1 6 Vo e / 1 r I 1. . . v.... ..... _ . - h 1 r / / f / I J -.: PROPOSED D/SPLAY ... - - "z / / f Wat rc I 1 . _ - _ , . , : _: / / e - Ser v .e,� ... \ - ') I ( / _ - 4 i1 / I ! M �� L/ne 1: \ 0 \ " 1 I / / / Z ! O h / - ... .... � � / { V +.• - h- _.�� E N � / � f r ' , v . \ ri �''�: \ -- ) ( v , PARK / N G / / ) N 1. I of , .- (•yP•i oI - ! / . +. h I ti a 1 / 1 / W I { �. .'. , 1\ ' c' r I ( / ARK i LAND D E T �� i L - _ �. tO // 1 a I (I \ �z� .11 I I / ING S I Qz o --� / / / I 5 0 / I- \ Qj ( I / / = 5' _ Z oI o t \" - I O yl c � / c� PROPOSED BU/L D/NG ? 48'(1 p. / ' 48 `(/ r `4. ' c, I , �, - N Y J ( W �} , - I : O 480 -- - - -- �,.n.. _ - -- - - ,; II I � -� 44 FF 488.0 : / O �, EX/ST/NG 5L'ILD/NG - �. ! -. _ „ECP I / / ,/'' / �0. h \ \ FF 496.0 .'� o \ _ S/O _ _�- P , C _ ,1 12 - - - / / I I b se { I ; Ni � ( 1 'A, \`,t _ i I I ° p � O ) I � O _ ;• H N r osed : �1 � . - . / CI ! . //50 /� ," I :/ 0��. \ k 11 f \ `\ ./I •. #1 `. \-, •.- - __ / / /' I I ( - O c 1 � .f. 20 W. L . Ease . I , :4X MAP 45 PARCEL 106 % ` �i �� d, .._- 1 Y (, /u / - _ 48 (I p., -�- t - - - I r / I -- - ._ _ __ 44 � I STAR P!C REA T -Y - - _ / . LT N i Y JO! :�: { I m ,/'y/j {� 24 RCP ENTU k. l 24 .I`' { I4. I !, \ �.. ' 1, 9,��_ \ - --_ - _ �r f ( 40' Face - Face O c' N4 V R t i1 �.. -"I I i ` / y ____ I / `OI �o t o ' / / / �-:.;/ _ Eap/oyee�, , C/'�tomerPork/n \ Customer Porking / Customer Parkin �; , :I ~-,c<:\' �t q - ► / - V o I i .t i 9 / , 1 pfoyaP ,,,, - -- 1I i� I I I \1 I I 1` i V i I ! I I ! I I I v.'-.: >, /"� __ o ;i n. 8:.572.. 4�2 ( I �� \ I' :'_ \ 4- T, € 1 I I 5' 2 / 8 I /8' 2 I al ' I 1 1 1 1 1 `^` . V -•, sz 1 \ C.0 l '--� --' PROPOSED D/SPLAY PARK/NG I / 1 1 �\ I v FD H r' I I See �, 90. I _ 1 6- ` V;JH B T sid. �`r�4 \ -'OH T std. \ +1 / l I - = i - y' c -- ►� \ \ < 1\ I- . / j I I 1 O I I i 36 "RCP 1 ' • I ���Deta/1�A �` ` - 3 \ CG -J/ En, ro, ce y } I { - _ _ O end section I { ! I c r, w _ �' ,ee Detaft „F„ \\. \ \` \o��o\ �\ 1 - - _ ( I / 4 ' ' / IF //4" / / r'� is r. r Casa I I t,. Y - . - - _ _ / / \- _ I _ 5. \. 1 1 4 ( :�. ' \/ - ' - I I / 1 :H.' I `ti. 1 1°` 1� \ - - J /1 5' �a \r\\ s r I II �� I \ /� Q, \ i i► ''� I r_. e �.� ' ' . eIHeS F \ > - I I + \ j�� /,\\/1\ \ �j 1 r1 \ j 4\.. fi V� \.� /\ / % - r� v 3 -� - - I A T• _ r L t i t ! I a. _. _ �I 'ic\ ,l 1 _S Std. CG- 6 SM C6 6 p " n 1 11• ! h. �, k { r�I ` r I j / 1 _ \ �� / _lr ! J, „ 6 Topping Sleeve - I I I + tI 6. I I - _ 4 \y (� \� \ y `00 �. �� r I \ Exist. 8 W. L D E T A I L A i ! ! I -�-t _ I z _ I I• \ �( 1 I \ i � rN t.:Uo �,`_p +'v -- _' q - QGGP MATERIAL SIZE- 21 OR 2/ A I k 0 O B Tapping Valve ` - �t ___ _ - 1 I I `:, � �I t�� 1 � I Disp/oy Pork/n � j `j Disp/a Parkin I F./' � ~t ..� � _ -� { COMP COTED t0 8' SURFACED W/TH PR/MEQ o � - "�` i FIELD TOPOGRAPHY \ o I I I i % ! i I \ ry I I I• I �`_� - i / I SEAL OR ! //2" OF S4 OR S-5 " O DOUBLE I a y t I v '� Exist, . 9" RCP f I, i . I 1 / 1 Q W * H O R / Z. / „ = 50 ' VERT. I " = / O ' vi\ sz N. W \ \. 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MN / / - a m _ _.. _ ( _ 460 _ - - � I / o I I I I / / i See Revised , / , \ r \ i { 1 I Inv, 465' O.. i Inv, -466.82 I I I ( / / 1 e \��iji\Y 1\ i�\\r,?\\\%i\ \ /J\\ri\1\ /,\ice,\W/ /\\i\/\\ C/� \Yi/\\�/\\\ i\\\ i\\his\\ '\ I ( Exist. 60 "RCP I f / I SBL o, o Water Lrne P/on (l I } Std CC- s ' 33 "RCP I ----- ---- ° ,�•► - -- _ ( I \ ( i { / __ - _ / I I - - _ l endsection I - \ r_ - - __ - - - ` - 4`•t 1 ( ` I( �iy ( / I PHASE T WO PHASE ONE \" y / - •_.. , SITE BENCHMARK. : Inv. 455.58 - _ _ -= = =� -� - - , �`` - r to __ Q T S ik_e n Powe : - - . - \ � � --- c O tl � 2 � p i � P o ; 4 5 0 --- - --- - .- \ �-. I \ _ - - U J , „ E I B v ._ 4 9 I 7 L- _ __ . \ I - USGS Datum _ � _ - .- - - - -_ I D E T A i L B Q - ♦ NBL - ( . _. _._._ .___ - - __ _-_,-_HOR/_Z: /_��-=/O' VERT. I__"= /O' I'I - PROPOSED DIS,°LAY - EX/STING DISPLAY -.. 1, _-= - - _ = = ___ - - - - - - - _�_ =_ - _--.__... " _ - = - - - = _ - - - , - - - - P RK G PA K/ N . 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