HOWARD COUNTY PATHWAY SYSTEM PHASE OF WORKS

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r-------------------------------------------------------------------------------------------------"-----------····--·------··--·------·--···--- ---······---··------ ·--·--· ...... ·········---, ·,

INDEX .

:' .··

· ..... . · .• · .. . . . . '

SHEEJ NO. . · .. DESCRIPTION .. . . . . I I ; . J . TITLE. SHEET.· · . ·· . . . ' ," .

2'3 . OVERALL PLAN· VIEW', . ... · .. ;

4 19 PAVING STORM DRAIN & SEDIMENT CONTROL PLAN 20 DETAILS . ·• ...

. . .

GENERAL NOTES

1. . APPROXIMATE LOCATION OF EXISTINGMAINS ARE SHOWN .. THE CONTRACTOR SHALl'TAKE ALL

. · .. -.~~T~i:::JPT:~E~c~~$~\~$. ;:~l~~T.!Nru~~~~G SH~t~~E AR~~AI~~~v:~~ED~:~L:~~T¢~~ SATISFACTION OF THE ENGINEER AT CONTRACTOR'S EXPENSE.

2. Alt.; HORIZONTAL CONTROLS ARE BASED'ON MARYlAND STATE COORQINATES. ' .

3. ALL VERTICAL CONTROLS ARE BASED ON U.S.G.S. DATUM:

4.

. 5 ...

6.

7;

' CLEAR Ati UTIUTIES BY A MINIMUM .OF 6'. CLEAR All POLES BY 2'·0" MINIMUM OR TUNNEL AS fiEOUIREi;). ANY COSTINCURREDTO .THE CONTRACTOR FORTUNNELING.OR BRACING AT POLES SHALL

. :QE INCLUDED IN THE UNIT PRICES BID. FOR CONSTRUCTION OF THE MAIN •. . .

. FOR DETAILS NOT SHOWN ON THE DRAWING USE HOWARD COUNTY' STANDARD DETAILS "DESIGN MANUAL VOI,UME F.OOR"'; . . .

FOR MAJE~IALSAND CONSTRUCTION METHODSOSE HOWARD COUNT-Y STANDARD SPECIFIC,a.TIONS.

CONTRACrORSHALL LOCATE EXISTING .UTILiTIES A Ml~iMUM OF TWO (2). WEEKS IN ADVANCE OF .CONSTRUCTION OPERATIONS IN THE VICINITY'.OFPROPOSED UTILITIES. AT HIS OWN EXPENSE •

. l)'. •. . 'cONTRACTOR SHALL. NOTIFY THE FOLLOWING. UTILITIES OR AGENCI.ES .AT LEAST FIVE (51 WORKING. '~-- .. c-.)DAYS BEFORE STARTING WORK SHOWN ON THESE PLANS: .

STATE HIGHWAY ADMINISTRATION 531-5533 ·BALTIMORE GAS& ELECTRIC COMPANY· UNDERGROUND ELECTRIC

DISTRIBUTION CUSTOMER SERVICE 685-0123 ENGINEERING DAMAGE CONTROL 234-5621 MISS UTILITY 1·800·257-7777 BEU:. ATLANTIC TELEPHONE l·BOQ-870,0000 AMERICAN TELEPHONE & TELEGRAPH CABLE LOCATION DIVISION 393-3553 COLONIAL PIPELINE COMPANY 781.-4641 BURt:AU OF UTILITIES, HOWARD COUNTY 992-2366 - ' - - - .. _ - . ' . ' .

- ' . . -

. 9; . AVOIDDAMAGETO.TREESON THE PATHWAY TO MAXIMUM EXTENT. OTHER TREES WITHIN LIMITS OF CONSTRUCTION SHALL NOT BE DESTROYED WITHOUT APPROVAL OF THE ENGINEER.

·.· 10. ·. CONTRACTOR SHALL REMOVE TREES, STUMPS, AND ROOT ALONG LINE OF EXCAVATION AS DIRECTED ·. c BY THE.ENGINEER. PAYMENT FOR SUCH REMOVAL SHALL BE .INCLUDED IN THE UNIT PRICES BID FOR .... CONSTRUCTION OF. THE MAINe .

11. . , PI,ACE REGULATION •MEN WORKING" AND WARNING SIGNS AS REQUIRED TO COMPLY WITH MARYLAND. . . STATE HIGHWA 'I' ADMINISTRATION MANUAL OFTRAFFIC CONTROL FOR HIGHWAY CONSTRUCTION AND

MAINTENANCE OPERATIONS •.

12.. ALL GRADING SHALL BE LIMITED TO SIDE SLOPES AND STABILIZATION ONLY. FOLLOWING INITIAL SOIL DISTURBANCE OR REDISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED AS FOLLOWS: .

A.

B.

SEVEN (7) CALENDAR DAYS FOR THE SURFACE OF. ALL PERIMETER CONTROLS, DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL Sl OPES, ANO ALL SLOPES GREATER THAN THREE . HORIZONTAL TO ONE VERTICAL (3:1 ); AND .

FOURTEEI'J (t4) CALENDAR DAYS FOR All OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE,

9016 T .01\MISC\MlSCO 1

DEPARTMENT OF PUBLIC WORKS HOWARD COUNTY, MARYLAND

DIRECTOR OF PUBLIC WORKS DATE CHIEF, BUREAU OF ENGINEERING

CHIEF, BUREAU OF UTILITIES OATE CHIEF', lANl>. DEVELOPMENT DMSION

DATE

DATE

Copyright ADC The Map People Permited UseNo. 20694273

HOLIDAY Htl.L.S

HOWARD COUNTY PATHWAY SYSTEM PHASE 2 •

HOWARD COUNTY, MARYLAND

DEPARTMENT OF PUBLIC WORKS

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GREENMAN-PEDERSEN INC. ENGINEERS/ARCHITECTS/PLANNERS lAUREL. MARYLAND

CAPITAL

DES: KP

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.DRN: AAP,RAK

'CHK: DJM

DATE: 3/3/94

PROJECT N-3906JJ

TITLE SHEET

BY NO. REVISION DATE 600' SCALE MAP NO. BLOCK NO.

S;9_~~J T l.,:£1_:_$-_f.f.R ! 1!-.JQ~I iO~_L

wl CERTlFY THAT THI$ Pl}<N Of EROSION AND ':',£DII.ttN:' CO:{fRO~ REPRtSfNTS A PRACllCA8l,f AN~ WORKAJ3>_f. f\AN ;::;,·~:;r:J ()'; !JY ~'f..!-f:.An.F-t KNO\\-'t(C{;[ OF THE. $llE, f..ND THIS PLN~ W!JS PRC:PI>.Rt.:() :N .-I.CCORO,I.>..::(,: WHH TH( REOUIR[M(NTS Of TilE PRtNCt GEORGE'S SO•l CO-'<SERVAT'Otl D:STRICT AND ~STANOAROS AND SP£Ctf1CATt0N$ FOR SCic fR:y:,IO:< A'·lfl SfOIMfNl CO:-..'TROL.~ I' HAY( REVIEW£0 THIS (ROS!ON A.'·,D S[()I!.<[N~

,,<;~Q\..-PlA,''{ Wl'ffl ;THE'YOWN(R/OEVHOPER. tbA,c::.l·"-t -; , ~~----.--::,N;/i./.",.;;,_,_-~,;

O#U(l J. MALET!C MD P.(. No. 1J759

CERTif"ICATE OF" CO~e!-IANCE

.. .. ~- --- ---~--

~~ HEREBY CERT!f"Y THA.T THE CRAOING SHOWN HEREON CONF"ORMS VI'ITH SUBTITLE FOUR. OMSION THR££ OF" THE PRING( GEORCE"S ;::QUNW BUILDING CODE.

•1 Ct:RTIFY THAT I HAVE INSPECTED THIS SIT( ,\NO "1"1-'.AT OR-\lN.\GE CNTO THIS SIT( f"ROM OTHER UPGRADE PROPERTIES. ANO fROM THIS SiT£ ONTO OTHER DOWNCRAOE PROPERTIES HAS BEEN _.ADDRESSED H~ SUBSTNJTII<L ACCORDANCE V(f'(H APPUCABLE CODES. ,,~~ ::',.':"--; ." ;_; ". "< ~;. -"~"'" •) -

OANI£1 J. MALETIC MD P.E. No. 13759

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HOWARD COUNTY PATHWAY PHASE 2

SCA.LE

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-------------------~--,-----------------------------~--~--~----------------------------------------~------DEPARTMENT OF PUBLIC WORKS • HOWARD COUNTY, MARYLAND

DiRECTOR OF ?LlSLIC WORKS DATE CHIEF, BUREAU DF ENGINEERING DATE

Greenman-Pedersen,lnc. OOitfERS/AROIITEC~ l.AIJREl., ~

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HOWARD CO, SYSTEM- PHASE

CAPITAL PROJECT NO. N-3906JJ

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DEPARTMENT OF PUBLIC WORKS

DIRECTOR OF PuBLIC WORKS

CHIEF, bv'Rt::AJ OF" HiGHWAYS

HOWARD COUNTY,MARYLAND

DATE

DATE

CHIEF. BUREAU OF ENGINEERI~G DATE

-~(:\{12!-', oiVi$10N ofRO~~---- ·--'o"'ATE BRJDGES .& STORM DRAINAG:"::

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THE HOWARD RESEARCH AND DEVELOPMENT LAND COMPANY

1870/61 80.00A.

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"113/357; '\ "'3/3~3

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CAPITAL PROJECT NO. •N-3906JJ I SHEET j

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. PARCEL A-4 VILLAGE Of OWfN BROWN

PLAT NO. 5201

w N 491000

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N 4'1055?5'.66 STONE fM.I'l <AN~:Mnn E 841'1'10.14

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VILLAGE OF OWEN BROWN P.B. 30 P. G'l

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1 CAS BUlL T LOCATION)

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TRAY #105 N 4CJ0841.42 E 84153G

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PROP. STORM DRAIN E:'ASEMENT ----,_

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TRAY #lOG N 490C02.05 'E 5414%.82

PC = 13+47.22. N 4'10%2.50 E B41G55.14

MATGHLINE A-A SEE SHEET 5


DIRECTOR OF PUBUC WORKS DATE CHIEF, BUREAU OF ENGINEERING

CHIEF, BUREAU OF UTILITIES DATE CHIEF, lAND DEVELOPMENT DIVISION

DATE

DATE

= 13+55.15

+

!PI GREENMAN-PEDERSEN INC. ENGINEERS/AACHITECTS/PLANNERS LAUREL. MARYI.J\ND

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E 842227.2.4.....- · -· ... --····· . -r_7 .- - v. -··

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BRIDGE CROSSING

DES: KP

DRN: MP.RAK

CHK: DJM

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LOT 1 ' SECTION 5 ARfA 2

VIllAGE OF OWEN BROWN . P.B . .30 P. G5

CULVERT BRIDGE

WETLAND LIMIT

WETLAND BUFFER

PROPOSED TREELINE

EXISTING TREELINE

LEGEND

IIIII IIIII

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w N 491500

r-- APPROXIMATE LOCATION OF PARKING LOT ..f- BUILDING

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PROP. STORM DRAIN EASEMENT-~,

TRAV #102 N 4'11107.C7 · E 542535.42

--..--.

. . (2_ LiNE DATA · .

LINE • · < I <DIRECTION L-1 ··· ... ·· N47'44'05T

I

L-2 •• .. ·· SG4'0'1'44'W ·· ·· L-3 •-· N4'1'0C'34T L-.4 .. SG3 ·1 '1'05'W L-5 . ·. ~71'13'1TW

L-G .·.• S5T%'2'1'W L~? ·. N7C'21'24T · L-8 ·.··· ·.·.· N51'04'42T,_ L-9 · ... · . S80'22'2fYW

. L~1o··. . <S.2.8'01'2G'W

DISTANCE 155.3"1' 71.45' 32.'19' 82.GO' 10C.81' 7C.1G'

. . 31.G3' . 72.42'

72.2.'1' . 124.'12'

T-11 .. · .. S35'2G'24'W . · · .. · 123.53' ..

• ••• · . .. ·· . .·· .. .·

·ct.• C.URVE DATA

LOT 1 SECTION 5. AREA 2

VILLAGE' OF OWEN BROWN P.B. 30 P. G5

.

CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA C-1 '1'10.00' . 54.48' 2.7.43' 54.2'1' N55'5C'55'E 1C'25'3'1' C-2 53.10' 53 35: 27.C5' 5247' S45'45'34'W 3C'45'2.0' G-3 100.00' 37.'17' . 19:21' 37.74' N38'13'59'E 21"45'10' C-4-. 50.00' 12.40' C.2S 12.37' N5C'12.'50'E 14'12 31' C-5 • . 400.00' 55:18' 2.7.C3' 55.13' NC7'1C'11T 07'54'12' G-C 175:00' 40.5C' 2.0.37' 40.47' SC4'34'53'W 13'1C'48' C-7 125.00' .· 40.15' 20.2C' 40.00' NCTOIY5GT 18'24'55' C-5' 75.00' 33.0'1' 1G.52' 32.52. sc:H3·o3·w 25'1G'42' c~.'1 25.00' 12.78' C.53'. 12.C4' NC5'43'35T . 2'1'17'4C'

C-10 . 25.00' 22:54: .122'1' 22.0G' S54'11'57'W 52'21'03' C-11 50.00' 2.0.30' 10,29' 20.1G' N39'3'1'25'E 23'15'58' C-12 50,00' 13:83'. · G .. '1G' 13.7"1' S43'21'54'W 15'51'01' C-13; 75:00' .. 40.'13' 20.'1''1' 40.42' N50'32'42T 31'15'53'

SITE PLAN. -.,_._.] COUNTY PATHWAY

- PHASE 2 ,~ .... ECT N~3906JJ

' ·. :

STA 0+00 - STA 13+47.22

UNTY, MARYLAND

SCALE

1"=50' '

SHEET ..i.:oFZO

HCf>8$1.0WG

-'===::::±========-=· =~--=~--=-=-···-=····=--··--=··· .. =··=···· =---=-=---=·····=· ==·······=~-·=····=····=·····=··· ··=·· =--=-=···=--··= .. -=-·-=-= .... =.... =-±....= .. = . ..:= .. = ..... = ..... =-:: .. ·=--=·· ... =-=-=======================-·=:: ..... ==· --=--=--=· .. ···=·---=·· ··=---==---=-==···=···· =::: ........ =-···=· ... ==--=--==-·==··· .. = ..... -:: ...... = .. -'-:' .. ===========================================··=· . .=--: .. ::= ... = ... =--=--== ..... --·-··---~--···_·····~_~_ .. _ ... _ ..... _ ... _ ..... _-~-~-.... ~···_--_-._ '--·

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~ w N 490500

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OPEN SPACE LOT :.'>3'1

VILLAGE OF KINGS CONTRIVANCE PLAT #:.'>'104

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_,.- ,..0 '0\.1~ - - •' ~I 2-')'~·~·---- .. .....-- -- A>\0 Ul'll"i. - , , '~(~·~·-. rln.Ja

PROP. STORM EASEMENT

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TRAV #111 N 48'1702.07 E 840502.5G

PC =

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TRAV =!1=10Gl N 4B'1'139.'12 E 540780.34

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MATCHLINE B-B· SEE SHEET G

DEPARTMENT OF PUBLIC WORKS. HOWARD COUNTY, MARYLAND

DIRECTOR Of' PUBUC WORKS DATE CHIEF, BUREAU OF ENGINEERING

. CHIEF, BUREAU OF UTIUTIES DATE CHIEF, lAND DEVELOPMENT DIVlSION

DATE

DATE

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GREENMAN-PEDERSEN lNG. ENGINEERS/AACHITECTS/PlANNERS lAlJ RE l, MAR'r1.AND

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w N 490500

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LOT 40 -BLOCK K

ALLVIEW ESTATES p_fi_ '1 P. 1B

MATCHLINE A-A

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SEE SHEET 4

SAN. MH CAS BUILT LOCATION)

I ....

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PC = 1.3+47.22 N 4'105G2

, LOT' 1 SECTION 5 AREA 2

VILLAGE Of OWEN BROWN PB.30 P.<QB

~ '-....,,......._

L~EX. SAN. MH ............................... / lCAS BUILT LOCATION)

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w N 490000

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/ LEGEND

( CULVERT

BRIDGE WETLAND LIMIT

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I WETLAND BUFFER

PROPOSED TREELINE

EXISTING TREELINE

DES: KP

DRN: AAP,RAK

CHK: DJM

IIIII

OPEN SPACE LOT 339

VILLAGE OF KINGS CONTRIVANCE PLAT lf3"l04

! Ill I

PARCEL A~:.> SECTION G AREA 1

VILLAGE Of OWEN BROWN PLAT #'1509

•

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w N 490000

CURVC: I C-1 C-2 C-3 C-4 C-5 C-G C-7

"C-8 C-9

C-10 C-11 C-12

SITE PLAN

OPEN SPACE LOT 1

SECTION G AREA 1 VILLAGE OF OWEN BROWN

PB.B5 P.2G

~LINE DATA LINE J DIRECTION j_

L-1 5GG'10'39'W L-2 NB'1'51'1 'l'W L-:3 553'08'50'W L-4 545'3B'OO'W L-5 5G0'03'00'W L-G 571'57'3'l'W L-7 N48'14'10'E L-B 585'01'20'W L-'1 543'54'17'W L-10 o5G'17'2t'W L-11 N41'5Cf'03'E L-12 532'55'2.G'C:

• Ck.CURVE DATA

RADIUS I LENGTH I TANGENT I 75.00' 40.'13' ' 20.'1'1'

' '' 75.00' 31.37' 15.92' '100.00' G4.57' ' 33.4G_' c

'200.00' ' 2G.23' . ·- . 13.13' ' 175.00' 44.03' 22:13'

' ' 100.00'- 20.7'1' • ' 10.43' 50.00' 20.70' ' -- 10.50'

200.00' 128:4_1' GG.50'-' 50.00' 35.88' ' _:_ 18.75'

50.00' ' 10;81' .. -. _- 5.42' 75.00' ' 18.73' ', ' '=!.41' 30.00' 4G.72' 2.9.5'1' ,-

---

DISTANCE 114.15' 114.13' BB.CJB'

1G31.2'1' 2Gi3.22'

34.47' '12.77' 33.'15' 123.71' G0.5'1' 50.05' 314.%'

',

CHORD I BEARING I DELTA 40A2' N50'32'42'C: ' 31'15'53' .31.14' N78'0CJ'40'C: 23'58'02'

G.3.4G' 571'.3B'4G'W 3G'59'51' 2G21' S4'1'23'25'W OT30'51'

' 43,'12' N52'50'30'E 14'25'00' 20.75' NGG'OO'l Cf'E 11'5_4'3'1' 20.5G' SG0'05'54'W 23'43'29' 12G.21' NGG'37'45T 3G'47'11' 35.12' 5G4'27'4'l'W 41'07'03' 10.7'1' N50'05 '4CJ'C: 12'23'04' 18.GB' 54'1'08'12.'W 14'18'17' 42.13' 511'40'57'W 8"1'12'47'

• SCALE

1" =50'

STA 13+47.22 STA 32+41.06

COUNTY PATHWAY - PHASE 2

HOWARD SYSTEM

PROJECT N-3906JJ COUNTY. MARYLAND

SHEET 2oFZo

HCPBS2.0WG

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PC = 32+41.0G N 4BCJ540.20 E 84058'l.G8 .

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OPEN SPACE LOT 339

VILLAGE: OF KINGS CONTRIVANCE PLAT #3904

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PARCEL A-4 VILLAGE OF OWEN BROWN

PLAT NO. 9509

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•

' MARYLAND STATE ROUTE 32

SRC PLAT NO. 4G023

CAS BUILT LOCATION N 48'1381.44 - - -E 84054'1.37 · -- " FC = 42+2 -

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•

OPEN SPACE LOT .:?>3"1

VILLAGE Of KINGS CONTRIVANCE PLAT '11'3"104

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DEPARTMENT OF PUBLIC WORKS . HOWARD COUNTY, MARYLAND

DIRECTOR OF PUBUC WORKS DATE CHIEf. BUREAU Of ENGINEERING DATE

CHIEF, BUREAU Of UTILrrtES DATE CHIEF, LAND DEVELOPMENT DIVISION DATE

f';'• ·'·· .......... ·····~· ..: .. "-.·. "-"-~- ..... ···-··

/

-- ~ - RA V :tJ:112 -- f:X ~3G· s _, . N 48 OG.3G

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GREENMAN-PEDERSEN INC. ENGINEERS/ARCHITECTS/PlANNERS LAUREL, MARYLAND

~ - --- , '-t~[ 840 75.7 ·' 7-~ .;

-'EX. SAN. MH AT''"'"'\) ----~ /

-' CAS BUILT LOCATION) ·: ~ e o--o-EX. BRIDGE COLUMNS ----~-:·-..... (\J ---- ----

" --.... '-~,- .. _ "t ---/ ---.- ... ('" :.:.:_: ·-;r.:..:.:.::::.:-: .•. •'.---- ----

/ --...:. ···-- ---/ t . -.::.:..: 'Z.:...· .... f!.(S---~ 3~ s

, , LITTLE PA TUXENr. . . ....:::=~::.:::.-:···c·~-~~---. / ~~

/ DES: KP

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·CURVE C-1 C-2 C-3 C-4 C-5 C-G

..

ORN: MP,RAK SITE PLAN

RADIUS 75.00' 50.00'

150.00' 175.00' 75.00' 35.00'.

CHK: OJ!;', STA 32+41.06 STA 47+40.47 · ..

O~E: 3/3/94 ~B-Y~-N-0-.r-------------R~~-~~SI-ON--"-"---~~-----tD~A~TE~~6~00~'~S~C-A~LE--~MA~P~N~O.~~~---B~L~O~C~K~N~O-.~"-"-~~~-

. .

ct. LINE DATA LINE DIRECTION DISTANCE

L-1 S 32'55'2G' E 111.<17' L-2 S 11"08'40' E 5'1.31' L-3 N 54'2G'44' W 2'15.10' L-4 s 00'53'58' [ 121.53' L-5 N 13'58'53' W 70.7G' L-G S G0.'4G'40' W 88.74' L-7 N 1G'45'03' W. 30'1.GT

ct. CURVE DATA. LENGTH TANGENT CHORD

28.51' 14.43' 28.34' 37.70.' 1'1.85' 3<0,8'1'

140.18' 75.G8' 135.14' 3'1.%' 20.07' 3''1.87' CJ7.8G' 57.30'. 'll.OG' 47.3<0' 2.8.10' 43.83'

• )" I

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BEARING. DELTA .N 22'02'03' w 2.1'40'40'

S 32..'47'42: E 43'18'04' N 27'40'21' W 53'32'4G'

S OT2G'25' E 13'04'5G' N 23'23'54' [ 74'45'33' s 22'00'48' w 77'31'44'

HOWARD-COUNTY PATHWAY SYSTEM, - PHASE 2

SCALE

1"=50'

CAPITAl.. ·PROJECT N -3906JJ HOWARD COUNTY, MARYLAND

~-"' -/ .-,-- ._, - ~

SHEET _§__oFlQ

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l·l

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(kLINE DATA

LINE DIRECTION DISTANCE L-1 55T42.'0GT 212.2:3' L-2. 511'5G:\'13'E 175.&2' L-3 555'2G'31"W 142.'12' L-4 532'11' 4G'W &3.M' L-5 52.&'37'12-w 104.35' L-G N:35'50' 41"W G7.8G' L-7 S1C!'2G'41'E 105.54'

(k CURVE DATA

.. CURVE RADIUS LENGTH TANGENT CMORD BEARING C-1 50.00' 35.74' 18.G7' 34.C!8' 537'1:3':35'E C-2 30.00' 2:3.''W 12..G5' 23.:31' N34'50'40'W C-3 45.04' G<1.72' 44.03' G2.'17' N32'2.1':32'E C-4 G&.<15' 2.5.5'1' 12.'14' 25.44' 5GG'04'24'W C-5 30.00' 12.17' · G.17' 12.0'1' S4:3'4C!'0'1'W C-G 30.00' 15.C!4' B.1G' 15.75' N47'25'07'E C-7 . BB.G"!' 52.GG' 27.13' 51.6'1' S45'37'50'W c-8 30.00' :33.75' .. 18."!2' . 32.00' S03':3G'45'E C-CI 30.00' 24.11' 12.75' 23.4G' N12.'4G:\'2G'W

C-10 .25.00' 12..C!3' G.G2.' 12.7C!' S04'37'2G'E

DEPARTMENT OF PUBLIC WORKS· HOWARD .· COUNlY, MARYLAND

DIRECTOR OF PUBUC WORKS OAT£ CHIEF, BUREAU OF ENGINEERING DATE·

CHIEF, BUREAU OF U11LITIES DATE I)HIEF, lAND DEVELOPMENT DIVISION DATE

'

DELTA 40'57'0:3' 45'42'53' &6'41'31' 21"15'4<0' 23'14'4G'

30'2G'43' 34'01'17'

G4'27'5:3' 4G'02'31' 2"!'38'32'

GREENMAN-PEDERSEN INC. EN~NEERS/ARCHITECTS/PLANNERS LA1.1REL. MARYI.ANO

TRAV lHG3 N 485282.25 E 541070.54

TRAY #1G4 N 4B60G4.85 E 841030.0G

DES: KP

DRN: AAP,RAK

CHK: DJM

Si<!C f'LAT NO. 4<0023

MARYLAND STATE ROUTE 32

•

---------11 .,.......,. -- ---- .... ...... --(.)) .,..,., .....

0,, ~

·.\ .. \8 .

•

TRAY #1G5 · N 457924.00

E 841010.01

Tj<AV #JGG N 457790.91 E 840575.71

TRAY #114 N 4B775G.45 E 840771.59

.c "' 54+2. .42. . T "' 54-1-::?B.GO

\_

................ .. ~

...... ............. .... __ ~-----' _ .... ...-_... ~

--~-;-... _--..;.... ---.....__ ----------------__....--

Of'EN Sf' ACE LOT 3

RIVERS CORPORATE PARK SECTION 1 AREA 1

PLAT NO. 7057

SITE ·PLAN STA 47+40.47 - STA 59+78.07

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HOWARD COUNTY ... PATHWAY SYS'"f"[M · . PHASE ... 2 CAPITAl.. PROJECT N-3906JJ

DhlE: 3/3/94 ~8-Y~-N-O-.r-------------R~~-1-SI_O_N--------------+D~A~TE-+-6-00_'_S_C_A_LE--MA~P~N~O-. --------B~L~O~C-K_N_O-.--~~~-i · · HOWABO.• .GOUNTY,· MARYLAND

SCALE

1"=50'

SHEET

_L_oF_

•

.

TRAV:H:115 N 487283.12 E 540530.52

.

.. . .,.__ .. - . . ·~ ...... .;··~-. -::-!. ..... .

-. •-.. •. f!

LINE I L-1 L-2 L-3 L-4 L-5 L-G L-7 L-8 L-'l

L-10 L-11

-.. 8 '· ...__ _ _,. -1-

,LJJ .t.

Cf: LINE DATA

DIRC:CTION S1'-'r2G' 4t·E

NG5'30'13'W N8G'54'11'W N7'1'05'57'W N33'12'55'W S38'51'31'W 548'54'35'[ N85'52'34'W S43'07'54"E N55'52'45'W NG7'21'5'1'W

I

TRAV-P.O.L. N 457122.8<0 [ 5410<1010

DISTANCE 105.54' 100.97'

. 77.48' 33.15' 23.113'

115.GO' 125.33' 10G.C!8'

4G.22' 80.57' 82.03'

LOT3 RIVERS CORPORATE f'ARK

PLAT NO. 7507

TRAV:H:11<0 N 457030.50 E 541239.25

'.PT = . .

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I I

I

I ' I

I I

I

I I

I L-12. 544'15'47'W 211.92. L-13 53G'12 '17"[ 72.85 I

Cf: CURVC: DATA

CURVE I RADIUS I LENGTH I TANGC:NT I CHORD I BC:ARING . 175.00' G5.3G' 33.07' G4.'15' 57G'12'12'E

C-1 100.00' 80.3'1' 42.51' 78.24' 542'2.8 '27'[ C-2 175.00' G5.3G' 33.07' <04.95' S7G'12'12'E

. C-3 . 170.5'1' G3.02' 31.57' G2.GG' N7G'1'l'12'W . C-4 125.00' 2GJ.15' 14.G4' 2'1.0'1' 572'25'05'[

. C-5 4G.G4' 51.20' 28.52' 48.G7' N47'3'1'08'W c-G · 50.00' 14.54' 7.45' 14.79' 524'42'37'[ C-7 75.00' '14.34' 54.5G' 88.25' N02'4'1'18'[ C-8 25.00' 35.30' 24.04' 34.GG' S05'01 '32 '[ C-9 · 2.58.37' 1GG.70' 8G.3G' 1G3.82' SG7'23'34'E

C-10 40.00' 2'1.84' 15.G5' 2'1.15' NG4'30'14'W C-11 100.00' 27.4'1' 13.83' 27.40' 551'00'21'[ C-12 150.00' . 22.22' 11.13' 22.20' SG3'07'23'E C-13 100.00' 40.G5' 20.G1' 40.37' S7Cf'00'45'E C-14 G2.GG 50.74 2G.55 4'1.37 SG7'27'39'E C-15 30.00 42.13 25.38 38.75 504'01'45'[ C-1G ·. 50.00' 53.25' 2'1.47' 50.77' 505'41'37"W

c

DEPARTMENT OF PUBLIC . WORKS HOWARD COUNlY. MARYLAND

•

DIRECTOR OF PUBUC WORKS OAT£ CHIEF, BUREAU OF ENGINEERING DATE

CfiiEF, BUREAU OF UTILITIES OAT£ CHIEf, lAND. DEVELOPMENT DIVISION DATE

I DELTA 21'23'59"

4G'03'31' 21'23'59' 21'0'1'58" 13'21'43'

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I

I I

I

I I I

G2'53'35' 17'00'35" I 72'04'2G' 87'4G'OG' 3G'57'59' 42'44'40" 15'44'53' 08'2'1'11' 23'17'.32' 4G'23'44"

. 80'28'05' G1'01'20"

• !PI

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I

GREENMAN-PEDERSEN INC. ENCINEERS/ARCHITECTS/Pt.ANNERS lAUREL, MARYLAND

' .

CULVERT

BRIDGE WETLAND LIMIT

WETLAND BUFFER

PROPOSED TREELINE

EXISTING TREELINE

LEGEND

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I

II I! I Ill I I

DES: KP

DRN: MP,RAK

CHK: DJM

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BROKEN LAND PARKWAY

SHA #4G02'1

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I

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"'} 0

\\

8

Of'E:N 5f' ACE: LOT 1

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RIVERS CORPORATE f'ARK SECTION 2 AREA 1

PLAT NO 5332

I _____ .... __ I ------ - .............. i ---------------- --...._ __

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SITE PLAN STA 59+78.07 - STA 79+40.78

DATE: .3/.3/94 I-B-Y+-NO-.-+-------R-EV-IS-:-1-:-0N---,----.---tD:-_A-:-TE::-· +-:-60::-0-' -:S-CA_L __ E_M_A-:-P-N-:0-. __ .....:..._B::-L-:-0-:--CK_N_O_-~...,---'-j

' ' ' ' '', ' ,.·'' ' '

f'ARCEL 'A' . RIVERS CORf'ORATE PARK

SECTION 2 AREA 1 PLAT NO. 5332

•

•

PT = 711+40.75 N 48<0274.GO [ 54213<0.81

HOWARD COUNTY . PATHWAY PHASE 2 SYSTEM

SCALE

1" =50'

-~----····-····

CAPITAL. PROJECT N-3906JJ HbWARD COUNTY, MARYLAND.

SHEET _!LoF2o

HCPBSS.OWG

-.'

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)\ '

~ \ OPEN ~PACE . LOT 1 :

RIVERS CORPORAtE PARK SECTION 2 Ali-fA 1

PLAT#5332

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= 78+87.53

PT = 7GJ+40c7B ___..- N 4BG2.74.GO

E 84213<0.81 .

LINE I L-1 L-2 L-3 L-4 L-5 L-G L-7

MAT E-E SEE·

TRAV:It120 N 45G233.7'1 t: 542147.37

EX. GABION SLOPE UNDfRNEA TH BRIDGE

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I t?+E POLE #4<00024

1~0E ~<EO W' '"" C\1

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~4>3,. \LGUIDE WIRE . .

• ,Q~G..rE POLE W30'14G4

TRAV#121 N 485'143.11 E 542381.35

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~LINE DATA

DIRECTION I DI5TANCE o24'4GJ'02'E: 10"1.2'1' N52'35'11'W 3G.85' o24'37'1TE G4.48' NGT13'1"l'W 351.2'1' 573'42'40'[ 134.G3' 577'44'48'W 130.72' 58"1'14 '35 ·w 225.<03'

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~CURVE DATA

CURVE I RADIUS I LENGTH I TANGENT J CHORD C-1 · 40.00' 1"1.3'1' '1.8'1' 1'1.20' C-2 50.00' 24.40' 12.45' . 24.1G' C-3 200.00' 148.70' 77.'15' 145.30' C-4 1221.45' 138.34' . G'L24' 138.2G' C-5 33G.72.' B5.17' 42.51' M.·:w C-G 185.'12' 13GJ.G4' 73.30' 13G.35' C-7 . 300.00' .. G0.1'l' 30.20'· GO.OG!'

DEPARTMENT OF PUBLIC WORKS HOWARD · COUNlY, MARYI..AND

·DIRECTOR OF PUBLIC WORKS . DATE CHIEF, BUREAU. OF ENGINEERING

CHIEF, BUREAU OF UTILITIES DATE CHIEF, LAND DEVELOPMENT DIVISION

-I BEARING S3ff42'07'E N38'3G'14'W S45'55'15'E S70'27'5"l'E NGG'27'55'W 550'44'11'[

S83'2GJ'42'W

DATE

DATE

I

0 0 If)

"' .... 00

w N 485500

DELTA 27'4<0'08' 27'57'54'

42'3G'02' OG'2'l'21' 14'2'1'30'

43'02'02' 11'2'1'47"

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I

NO TAG

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OPEN 5PACf LOT 2'l'l

I

VILLAGE Of KINGS CONTRIV SECTION 3 AREA 1

PLATlt4440

. GREENMAN-PEDERSEN INC. ENGINEERS/ARCHITECTS/PlANf'IERS

. lAUREL, l.tARYLAND

OFE:N ~PACE: LOT 3

RIVER~ CORPORATE PARK SECTION 2 AREA 1

PLATlt5333

PROP. STORM DRAIN EASEMENT

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I I fl ~~ I

~~I I jl §· . I fl ifl; f:

I

REMOVE EX. 1x1.5 CMP

-<'.>.:~

LEGEND

CULVERT BRIDGE

WETLAND LIMIT

WETLAND BUFFER PROPOSED TREEUNE

EXISTING TREEUNE

DES: KP

DRN: AAP,RAK

CHK: DJM

DATE: 3/3/94

IIIII ! !Ill

BY NO.

.

8 0

"' .... 00

w N 486000

0 0 g ~ w N 485500

•

EX. CURB

PARCEL C RIVERS CORPORATE PARK

SECTION 2 AREA 1 PLAT#5333

TRA V#122 N 465702.02 t: B431G5.1G

...

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I

I I

. t' ' '\.. ' • I ' / :'14+00 ·, __

\I --- L) -. ~ ----- l.l--

OPEN SPACE LOT 2'1'1 ·

0 . 0 .· Ui

"' <t 00

w N486000

OPEN SPACE LOT 5 .

. '

RIVER_S CORPORATE PARK · SECTIOI'! 2 AREA 1

FLAT#5334

• ' ' \

PC "' 'lG+3~1:51 . N 48570'1.50

E: 54:3GOG. 'lO PROPOSED.

. STORM DRAIN GUIDE WIRE-,.,., EASEMENT POLE 11'3<:)'l4-5G

VILLAGE Of KINC.5 CONTRIVANCE.·.

SITE PLAN STA 79+40.78 - STA 96+39.51 .

600' SCALE MAP

SECTION 3 AREA 1 PLAT#4443

.......·_, _ PI WAY .. · 2. SCALE

1 •. 50'

SHEET 1--=9:....· OF 20

HCPSSS.OWG '

CURVE J C-1 C-2. C-3 C-4

TRAV#123 N 465710.6G E B43773.G5

OPEN SPACE LOT 5

RIVERS CORPORATE PARK SECTION 2 AREA 1

PLAT#5334

APPROXIMATE LOCATION Of PARKING LOT + STORM DRAIN SYSTEM-----,

\\ ,,

PARCEL E RIVERS CORPORATE PARK

SECTION 2. AREA 1 PLAT#5334

,,

EX.15'CMF ---~:if: TO BE REMOVED + REFLACE:D BY 30' ADS

PROP. STORM DRAIN t:ASt:MENT

G-.1-E GUIDE POLE #271417

•

OPEN SPACE LOT zqq VILLAGE OF KINGS CONTRIVANCE

SEGTION 3 AREA 1 PLAT#4443

Ck LINE DATA

LINE I DIRE:CTION L-1 040'01'18T L-2 S55'54'00'E

· L-3 S77'43'05'W L-4 S41'1Tl4'E

.. . Ck CURVE DATA RADIUS I LENGTH I TANGENT I

4'18.24' 441.1'1' 23G.24' 2.00.00' 55.43' 2.7.8(·r 525.00' 425.00' 224.'12' 50.00' 53.23' 2'1.45'

I DloTANCE 118.53' 117.<17' 271.10' I

48G.B8'

CHORD I · BEARING 42.G.'12.' NG5'23'21'W . 55.25' o47'5T3'1'E

.• 413.4'1' S7'1'05'2B'E . 50.75' N71'47'05'W

" ,, " ,,

\\ ,,

q IJ \\

\\ ~~~ ~~~~~~~~~d::5

J DELTA 50'44'07' 15'52.'43' 4G'22'55' G0'5'1'41'

I I

I I

I

I I

I I

I I

CULVERT BRIDGE

WETLAND LIMIT

WETLAND BUFFER

PROPOSED TREELINE

EXISTING TREELINE

DEPARTMENT OF PUBLIC WORKS HOWARD CQUNTY, MARYLAND

DIRECTOR OF PUBUC WORKS . DATE

CHiEF, BUREAU OF UTILITIES DATE

DATE

CHIEF, lAND DEVELOPMENT DIVISION DATE

CREENMAN:-PEDERSEN INC. . ·· EN<liNEERS/ARC~ITECTS/Pi.JINNERs

LAUREL, MARYlAND

·--- -·· --~--·----·----,.----····~·~·-··· ·"'·~··-·--~-···-··-~··· --····-·· ·--- ········---· ---·---· -···--·-"'·······-··"'·· ...... ~-··

LEGEND

IIIII II I II

DES: KP

DRN: MP,RAK

·cHK: DJM

0 0 C() ... ... <X>

w N 485500

LUNSFORD LUCKADO 217/4% FAR.2B M.42GJ5

C'\ >.9.

tr . + G+E #B1431G/CATV

'§. EX.B 'VCP 11 TO BE ...• · ··"REI'fOVt'D

~

OPEN SPACE LOT 281 VILLAGE OF KINGS CONTRIVANCE

SECTION 3 AREA 1 PLAT#42.:32

0 0

~ ... co w N 485000

I

I I OPEN SPACE LOT 7 I I RIVERS CORPORATE PARK

SECTION 2 AREA 1 I

I FLAT#5335

..

0 0 0

~ co w N 485500

. ">J~\\\ '\ 0 (' 'v .,.....,.

'? ~ RAILROAD BRIDGE PARCEL

OWNERSHIP IN QUESTION

0

8 C() ... co w N 485000

MATCHLINE G~G

...

.·

•

--------

SEE SHEET 11

--~

\ I


SECTION 3 AREA 1 PLAT#42.:.:'>:.:'>

TRAV#125 N 455001.07 E 545154.32

11G+08.83 N 484'135.51 E 845250.3G

SITE PLAN 96+39.51 - 116+08.83

COUNTY PATHWAY ·HOWARD 'SYSTEM PI-lASE 2

SCALE

1"=50'

DATE: 3)3/94 1-B-Y-· +-.-N-O-. J-.-----'--'--R.;_E_VI.:..SI.:_O_N -------'--+D:c:A-::::TE7 ·f-:-6-00-' -:S..-:C-AL-:E-:-:MA-:P:-. -:N-:-Q_----:-:-:B::L-:::0-:::CK-:-.-:::N-:::0-. :-'---:-c--"-c---'7!

CAPITAL PROJECT N-3906JJ HOWARD . COUNTY,·.·. MARYLAND

SHEET _19oF '2.o

--·-- -------··-·-····· ~·-···--· ·-·· _...:...____;_ _____ _

' . •

< ' --'

f

I

. ...

MA TCHLINE G.,..G " SEE SHEET 10

OPEN SPACE: LOT 281 ILLAC.E Of KINGS CONTRIVANCE

. FLAT NO. 4232

' ·. VILLAGE Of KINGS CONTRIVANCE '\. . SECTION 3 AREA 1

FLAT NO. 4232

0 0 0

~ OJ

w N 484500

0 0

r5 ~ OJ

w N 484000

•

I I

\ \

\ \ \

\ \ \

DEPARTMENT OF PUBL..IC WORKS HOWARD COUNlY. MARYLAND

DIRECTOR OF ~UBUC WORKS DATE CHIEF, BUREAU OF ENGINEERING

CHIEF, BUREAU OF UTILITIES DATE CHIEF, LAND DEVELOPMENT DIVISION

\ \

....

·.. FC=ll<D+08.83

....

., ·. N 484935.51 ;;>.;··.E 845250.3<0

6', ~. ' -~ ... ' ' " ' ' '

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· f3.,..:.·1B ' ' ' .

\ . ' ' ' '

' ' ' ' ? '' 0',\

~ '<}>-""'\i"-'-":oq' 0 ',:

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. ' '

.

OPEN SPACE LOT 281 VILLAGE Of KINGS CONTRIVANCE

PLAT NO .. 4233

' '

' '

' ' ' ' '

'

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\ \ \

\ \ \

.... \ __ 8 VILLAGE: .Of KINGS CONTRIVANCE

SECTION 3 AREA 1 FLAT NO. 4232

\ \

-...

------------

-....

VILLAGE Of KINGS CONTRNANCE SECTION 3 AREA 1

PLAT NO. 4235

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"""

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' '

. '

\ \

N/f LOUIS PE:RNA

118/'13

\ ' '

TRAV:tt:12~ N 4545G8.51 \ E 545534.92 '

... ..

EDGE ROCK CHANNEL-~"').

------- --

I I

MATCHLINE H-H SEE SHEET 12

DATE

DATE

• !PI

GREENMAN-PEDERSEN INC. ENGINEERS/AACHITECTS/PLANNERS IAlJREl, MARYLAND

DES: KP

DRN: MP,RAK

CHK: DJM

\ \

\ \ \

\ \ \

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/ I I

X. 24' RCP

' '

"""


FLAT NO. 4233

•

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""" ' '

§ / ~ / OJ

w N 484500 //

/ /

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/

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/

/ /

/

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/

"""

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/

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FT = 12.G+80.00 N 48401'1.80 E 845720.3G

OPEN SPACE LOT 281 VILLAGE Of KINGS CONTRIVANCE:

FLAT NO. 4234

.

CURVE C-1 C-2 C-3 C-4 C-5 C-G C-7

SITE PLAN

I RADIUS 100.00'

211.<01' . 50.00' ·1'15.14' 50.00' 2.5.00'

-90.00' .

·•

STA 116+08.83 STA 126+80.00

' '

/ /

/

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· LINE I L-1 L-2 L-3 L-4 L-5 L-G

. .

LENGTrt I

' '

""" ' ' """

~ LINE DA'J:A

' '

DIRECTION J DISTANCE --•-S37'03'07'E .... 44'1.34'

·· S1G;'21'1GT · . • 40.99' S34'2<=!'54 'E. ·. . · · . 45.93'

SOG'34'52'W . .·.· 98.42' S11'11' 42 'E c-- . ··.· 32.44'.

S5G'58'1<D'E · . . 31.<07' - . . .

~ CURVE DATA . · . ... ·· .· ··· .

"""·

I

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.· ..

TANGENT I CliORD ··. .I . ·. BEARING I

' '

..::. DELTA

..::.

. 7.3'1' . . 3.70' . ·.· .. 7.3"1' N39'10'10'W · .. 04'14'08' . '18.12' . · .. 4.'-l.GO' ·. ·. __ ... ·· '17.58' N2G'42.:tt·w _ 20'41'51'

1G.4'1' · • - . 8:32' .· ·.··· .. 1G.4·2' S25'48'10"E 18'53'48' . 142.0G' .· 74,2.4' · .. ····._ .. 139.04' ••· N13'57'31'W 41'04'4G'

. 15,51' . 7.82' ·. ·• 15.45' S02'.18'25'E 17'4<0'34.:_ 19.Cf7' ... ·. .10.55.' _.· · 1'1.45' S34'04'5"1'E --- 45.'4G'34' 72.54' 3.8.55' , 70.87' N33'47'10'W · 4G'22'12'

I

. •' . .. . .... •

. .· ..

HOWARD··.COUNT'r"<PATHWAY SYSTEM· . . PH~SE -. 2· ··cAPifAI.. PROJECT)N---3906JJ HOWARD COUNTY,. MARYLAND

' '

..

SCALE .

1"=50'

SHEET _!1oF2o

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8 MATCHLINE H\ H SEE SHEET 11

WETLAND UMIT

TRAV#131

OPEN SPACE LOT 2131 VILLAGE Of KINGS. CONTRIVANCE

PLAT NO. 4234

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N '1<04 751.32 E 1G9G27G.'1B

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PLAT NO. 4234

.,., . . ~ \ \ ~ '. ',

VILLAGE Of KINGS CONTRIVANCE SECTION 3 AREA 1

PLAT NO. 4235

•

LEGEND

• ' ... •

. • • ' ' ' ' ' ' . • • • ' ' • • ' • ' .

CULVERT BRIDGE

WETLAND LIMIT WETLAND BUFFER

PROPOSED TREELINE

EXI_STING TREELINE

IIIII IIIII

DEPARTMENT OF PUBLIC WORKS HOWARD COUN1Y, MARYLAND


CHIEF,· BUREAU OF· UTILITIES DATE CHIEF, LAND DEVELOPMENT DIVISION

. . • ~C .... ······•·······~~·-···-· .•••• .c......_..c..C. •.•....•. ~·-··········

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LOT 2<113

8 0

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PLAT NO. 42::><0

w N 483500

PROP. STORM DRAIN. EASEMENT

PLAT NO. 423G

DATE

DATE

OPEN SPACE LoT 251 VILLAGE OF KINGS CONTRIVANCE

PLAT NO. 423G

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GREENMAN-PEDERSEN INC. ENGINEERS/ARCHITECTS/PLANNERS LAUREL, MARYLAND -

'

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COMMON--OPEN SPACE

LOT 2<113 PLAT NO. 42::>5

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PLAT NO. 4235

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PLAT NO 423B

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CURVE C-1 C-2

\ PT = 141+45.G8 \ _ / N 48:3027."10 -¥ E 84GG20.41

SITE PLAN

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STA 126+80.00 STA ·141 +45.68

•

~ LINE DATA .

LINE I DIRECTION I DISTANCE .

L-1 N10'3G'03"W- 2'10.3G' L-2 N7"1'10'5'1"W 114.88'

. .

~CURVE DATA .. -'-'-

.. --~

RADIUS I LENGTH I ·TANGENT - I CHORD · J -·BEARING · · j . ·DELTA 575.00' G58.2G' . 3'12.11' · · G47.'1l' S44'53":31T G8"34'55' 375.00' . 372.18' .. · -203.04' -_·. 357.0'1' N50"45'01'W _ .•. 5G."51'55'

_ ..

HOWARD. COUNTY .·• PATHWAY- SCALE

,. =50'

SYSTEM-- ----- -_ PHASE --2 CAPITAL PROJECT N--390BJJ HOWARD COUNTY, .. -MARYLAND . . - . .

SHEET ___!_?oF J-o

HCPBS'E).OWG

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I CURVE · · C-1

.. C-2 -C-3 ._

C-4 C-5

.

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LINE I DIRECTION I L-1 N22·1 '1'04 ·w L-2 N31'2.2'1E>W L-3 S01'20'50"E

. L-4 N10"0i:Y12~W

L-5. N2:.Y52'53"W

tk CURVE DATA

RADIUS I LENGTH. 1-· TANGENT I 175.00' 25.00'

100.00' 175.00' 527:19'

I I

I

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I

I I

I

27.<05' 13.10' 15.34' 74.<00' '15.42'

•

13.5<0' G.70' 7.<0'1'

37.5f') 4'1.35'

DISTANCE

' 473.97' 50.3'1'

MARYLAND ROUTE 32 PLAT NOS. 3575"1 TtiRU 357G2

235.05' 72.G1'

33<0.15'

'

CHORD l BEARING J DELTA 27.<03' S2G'50'41T 0Cf03'15" 12.95' N1G'21'34 ·w 30'01'25" 15.33' 505'44'31 "E 05'47'22" 74.04' S22'20'55"E 24'25'31" ---95.25' N29'13'1E>W 10'40'50"

/ 8 0

~ co w N 483000

MATCHLINE 1-1 -SEE SHEET 12

DEPARTMENT OF PUBLIC WORKS HOWARD COUNlY, MARYLAND

DIRECTOR OF PUBUC WORKS OAT£ CHIEF, BUREAU OF ENGINEERING

CHIEF, BUREAU OF UTILITIES DATE CHIEF, lAND DEVELOPMENT DIVISION

DATE

DATE

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GREENMAN-PEDERSEN INC. ENGINEERS/ARCHITECTS/PLANflERS i.AIJREL; MARYLAND

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LOT 2"18 VILLAGES Of

KING CONTRIVANCE PLAT NO. 4235

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24" ADS

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LEGEND VILLAGE Of KING CONTRIVANCE PLAT NO 4237

CULVERT BRIDGE

WETLAND LIMIT

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PROPOSED TREELINE

EXISTING TREELINE

-SITE STA 141 +45.68

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PLAN STA 155+00.00

DATE: 3/3/94 ~8~Y~~N~O-.~------------.R=~~IS~IO~N--------.------~DA~T~E~6~0~0'-S~C~A~LE~M~AP~N~O-.--~--.--~BL~O~C~K~N~O~.~--~--~

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0. 0

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,P N 4317<05.30 [ 847057.42

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1-95 STATE HIGHWAY ADMINISTRATION PLAT NO. 35757

' '

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"' 1-'15 STATE HIGHWAY ADMINISTRATION '

•

PLAT NO. 35755 \

' ' '

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DEPARTMENT OF PUBLIC WORKS HOWARD COUN1Y,. MARYLAND


CHIEF. BUREAU OF UTILITIES DATE CHIEF; LAND DEVELOPMENT DIVISION

OOOLt>S 3

DATE

DATE

' \ \

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GREENMAN-PEDERSEN INC. EI\IGINEERS/ARCHITECTS/PLANNERS LAUREL, MARYlAND

\

HOWARD C.OUNTI DEPT. OF RECREATION

50'1/471

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UNKNOWN OWNER

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HOWARD COUNTY 1G5'1/59 - G9(?)

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DATE: 3/3/94 BY NO.

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REVISION

CURVE l RADIUS I C-1 150.00' C-2 1054.38'

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~ LINE DATA

LINE I DIRECTION L-1 S2S52'53'E L-2 S08'01'04T

~ CURVE DATA

LENGTti I TANGENT 1 G5.10' 33.07'

1G5.GG' 83.00'

LEGEND •

CULVERT BRIDGE

WETLAND LIMIT

WETLAND BUFFER

PROPOSED TREELINE

EXISTING TREELINE

11 ! II Ill t I

~

\...}-..___}<_.A,_J.._j

SITE PLAN STA 155+00.00 STA 168+40.21.

...

DATE 600' SCALE MAP NO. BLOCK. NO.

-

I

-

DISTANCE 311.83' 7'17.G2'

..

CtiORD l BEARING G4.5CJ' N11'2G'55.W

1G5.4'1' S03'31'00·E .

I

PC = 1G8 ... 40.21 N 4804G1.8G E 847317.88

DELTA · · . 24"51'5G·

0'1'00'07'

. .

•

•

HOWARD /C30UNTY: ·PATHWAY SY:SlEM - · . PHASE 2 CAPI"rAL.i PROJEGT/.·_·N ~-3906JJ HOWARD .··couNTY, MARYLAND

SCALE

1"=50'

SHEET _ljoF2o

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HOWARD COUNTY.MARYLAND 7'15/414

TRAV i+140 N 450473.33 E 547313.'12

\ \

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' \ \ \

\ ' \ \

TRAV :t+141 N 45017'1.20 E 647315.77

~-, / -- ~ /

~--------- . ' / -- ' / ---- ""' HOWARD COUNTY.MARYLAND

- BOG/315 /

. ' / ' /

""' /

•

/ /

/

GARY ALLEN AND FAITH SPEIGLE 54'1/720

LEGEND

HOWARD COUNTY.MARYLAND 893/458

•

' \ \

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CULVERT BRIDGE

WETLAND LIMIT ' miii[Ii I====]JII]J]II I

8 I{) 0

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DEPARTMENT OF PUBLIC WORKS . HOWARD .. COUNTY, · MARYLAND

' - . . . . . . -

•· ·.·DIRECTOR OF PUBUC WORKS. 1 CHIEF, BUREAU OF, ENGINEERING

CHIEF; BUREAU OF UTlunES DATE

DATE,

• !PI

·GREENMAN-PEDERSEN· INC. EN()INEERS/ARCHITECTS/PLANNERS . I.AIJREL, MARYI..AND

WETLAND BUFFER

PROPOSED TREELINE

EXISTING TREELINE

.,.

DES:

DRN:

C:HK:

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MP,RAK

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3/3/94 BY ·No.

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MORRIS R. AND TA551E COLLINS 2.'l4/9G

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SITE. ··PtAN . .. STA 168+40.21 - SJAl81+2~:ts

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RA'!'MOND 5HeNK GG4/290

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tj:! LINE DATA I DIReCTION I

S05"14'57'W S14"33'3BT S24"35'25'W

· tt! CURVE DATA

\ \

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DISTANCE .•.•.. .· ·.· . ·.. 7<0.21'

555:15' .· 114.4G'

.·

. .

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OWARI) .. COLJNTf PAJI-fW StSillEMt, + PI-lASE... 2. . ~CAPITAL PROJECT . N-3906JJ. HOWARD COUNTY, MARYLAND

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SHEET

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-- ~-------- -- --

(f: LINE DATA LINE I DIRECTION I DISTANCE L-1 S13"02'43'E 7.55' L-2 S57'1G'12'W 22.28" L-3 S13'12'55"W · 'lG.3G' L-4 S4G'17'2G"W "17.34' L-5 N88"25'52T 121.104" L-G S74"3<=!'42"W 377.40"

~ CURVE DATA CURVE RADIUS LENGTH TANGENT CHORD ·BEARING

C-1 25.00' 30.G8' 17.G1' 28.7"1' N22'0G '44 "E C-2 25.00' 1"1.22' 10.11' 18.75' S35"14'~3'W

. C-,3 50.00' 28.8G' 14.85' 28AG' N2<=t"45'10"E C-4 25.00' 15.3~' 'i.G3' 17.95' NGT21'39"E C-5 .. 50.00' 12.02'. G.04' 11.'=!~' S81"32'47'W

DEPARTMENT OF PUBLIC WORKS· HOWARD COUN1Y, MARYlAND

' DIRECTOR Of PUBUC WORKS ·'DATE ., CHIEF, BUREAU .OF ENGINEERING . DATE ...

GHIEF. BUREAU OF UTIUTIES CHIEF, fANO. DEVELOPMENT .QIVISION ·.' ' bATE

;

lt:5410'1B/ C+F lt:5 1/2

HOWARD COUNTYMARYLAND LIBER 5110 FOLIO 03

DELTA 70"15'55" 44'03'17" 33'04'31" 42"05'2<0" 13'4<0'0'1"

• !PI

GREENMAN"-PEDERSEN INC. ENGINEERS/ARCHITECTS/PLANNERS ' 1./dJREL, t.IAAYLANO

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HOWARD COUNTY.MARYLAND LIBER 5010 fOLIO 1031

TRAV it145 : N 475325.16 .: E 5477G5.1G! .. . '

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SURPREME BUILDERS. INC. 572/3B"'

f'C = .208+31.57 N 4782GG.72 E B47G21.05

MATCHLINE M-M

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DATE: 3/3/94. BY NO. . RE\IISION 600' SCALE MAP .NO . ' BLOCK NO.

.·

CULVERT BRIDGE

WETLAND LIMIT

WETLAND BUFFER

PROPOSED TREELINE

EXISTING. TREELINE

..

LEGEND

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~.

~.:A_.f.....Xj

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SCALE

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SHEET ~oF2o

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LINE I DIRECTION I L-1 N08'01'1G"W L-2 N2'1'49'23'E L-:3 S28'49'27'E L-4 S25'54'07'E L-5 N51'37'0YW L-G N41'20'07"W L-7 N71"21'44"W

~ CURVE DATA

MATCHLINE M-M SEE SHEET 1G PC = 205+31.57

------ N 4782G<0.72 E 877<021.05

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HOWARD COUNTI.MARYLAND LIBER 50G FOLIO c;~ 1

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DISTANCE 23.eo· <01.22'

124.7C!' 371.07'

70.11' 75.02' 31.92'

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SURPREME BUILDERS. INC. 572/:3>5'1

WYNDERMERE ACfRES -~ PLAT BOOK 4 PAGE 5G

HOWARD COUI';!TY, MARYLAND 50G/G31

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24 . C-1 115.00' 1<05.95' 101.18' 151.93' S33'19'13"W 52'40'56' LEGEND -- ---. C-2 150.00' 135.7'1' 7 4.51' 133.8'1' 1'116'2'1'0'1"[ 53'00'4'1"

~·~:...__,.- PT = 222 +3<0.21 f'0=223+9042 f'T=224+1G,G2 f'C=224+46.54 -

. C-3 300.00' . 157.08' 50.3f>' C~4 100.00' 7f>.54' 41.59' C-5 120.00' 122.83' . G7.41' C-G 125.00' G.38' 3.1'1'

. C-7 140.00' 51.71' 2G.1G' __c

.. c-6 125.00' 102.28' 54.20' C-9 50.00' 5.'17' . 4.50'

.. C-10 50.00' . 2G.20' 13.41~ .

C-11 50.00' . 19.57' 10.07' '

DEPARTMENT OF PUBLIC· WORKS HOWARD COUNlY, MARYLAND

DIRECTOR Of PUBUC. WORKS .DATE CHIEF, BUREAU OF ENGINEERING

CHIEF, .BUREAU OF UTIUTIES DATE. CHIEF, lAND .DEVELOPMENT DIVISION

155.2"1' N5'1'5"1'34 "[ 30"00'00' 7G.81' S52'24'29"W 45'10'10"

117.54' S00'2.'1'58'W 58"38'50' G.37' N2T21'47"W 02'55'20'

51.42' N15'1 '1'12"W 21'09'51' 99.45' S28'10'39"E 4<0"52'47" 8.%' N4~'25'35"W 10'1G'5G'

25.90' S5G'20'55'E 30'01'37" 1'1.74' N5'1"58'30"W 22'4G'2G'

• !PI

OAT£ .GREENMAN-PEDERSEN INC. ENGINEERS/ARCHITECTS/PLANNERS

DATE. .. · • LAIJREL, MAR'ri.ANO

DES: KP

DRN: AAP,RAK

CHK: DJM

CULVERT BRIDGE

WETLAND LIMIT

WETLAND BUFFER

PROPOSED TREELINE

EXISTING TREELINE

•

IIIII IIIII

SITE PLAN STA 208+31.57. - STA 224+68.42

DATE: 3/3/94 ~8-Y~·~N-0.4---~~~~~R~E-VI~SI-ON~~--~----~rl-DA_T_E+-6-00~'~S~C-AL_E_M~A-P_N_O_.~--~---BL-O~C-K~N~O-. ~'~~~~

f'T = 224+Gf>A2 N. 47G<1G7.54 PROPOSED E 677737.30 STORM DRAIN

EAS.EMENT --,.,..,---~;

COUNTY.. PATHWA¥ - PHASE .2

HOWARD SYSTEM CAPITAL .. PROJECT N .... 3906JJ HOWARD COUNTY, MARYLAND

. , .. 50'

SHEET ..JloF 20

HCPSS14.0WG

.. ··-·--·-·· ...................... -·-····-·····-----~---·--- ==~--~~===-, ... ==~==-=······= ... =··= .. ·======================~~==-~=c-c=====~=========· ..

•

•

..... ..... PT ,;,224+<08.42 N 47G%7.54

.--~-t- E." 847737.30 . "-..

z \

z LU z _j

:t: l) 1-<( L

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2-24' ADS 24

" ' ' " ' '

TRAV #151 N 47GG52.12 E 547058.15

""' ' ' "' ' '

LEGEND "' CULVERT BRIDGE

WETLAND LIMIT

WETLAND BUFFER

·· PROPOSED TREELINE

EXISTING TREELINE

II I II Ill! I

~ . \..._.A_}. ..... A .. J .. j

' '

DEPARTMENT. OF PUBLIC WORKS HOWARD COUNTY, . MARYLAND

DIRECTOR OF PUBUC WORKS DATE CHIEF; BUREAU OF ENGINEERING

"' ' '

IJATE

CHIEF, BUREAU OF .UTILiTIES IJATE CHIEF, lAND DEVELOPMENT DIVISION IJATE

WINDERMERE ACERES PLAT .BOOK 4 PAGE 5G

.....

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I

I

' .......... · TRA V tt=153 '-.. N 47G451.5G I

II ' . . 23o+oo-- ......

. .

BOARD Of COUNTY COMMISSIONERS OF HOWARD COUNTY

501/704

8

EX. DIRT FATH CWIDTH VARIES)

' E 548035.BG ..... I I

. '

"-..

...

' ' "-.. '

IEAMn1+152 N 47(,27G.74 E 54 7'12'lB2

233+oo

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. --

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% ... \ .. .. : ,p

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PT = 23 +23.'10'· • 'l;.,

2:35-1-54.15 AT EXISTING PATH

I

[ ic := 234+50.25 '#' I

'

---- PC 'A'=234+1'1.:30 fc'4 . PT 'A'=235+1:3.02 'C._}

ALTERNATE PATH·A·

' ~ ~K) , ·-·· v 10 st>.VP.vf f'/>.

~~~~~~f'/... p.Sf\1P.LI fp.\11 (

TRAV #157 N 47G01G.G2 E 54777G.55

·A· 2:35-1-<02.02 AT EXISTING PATH N 4 7<000'1.4'1 E: 84 77'!5.14

I I

..... .....

•

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I

BOARD Of COUNTY COMMISSIONERS Of HOWARD COUNTY

501/704

TRAV #15G N 47G05G.2G f 845141.01

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I

<k LINE DATA ... LINE . I DIRECTION I DISTANCE L-1 N48'35'17'W ' 73.3<0' I L-2 NOG'32'5'1'W G5.<13' L-3 N37'37'27'W 27.42' L-4 S53't3:23'W 33.35' L-5 N13'10'0G'E . 77.14' L-G S45'35'47'W 2G.35'. • L-7 N23"54'33'E 65.00'

.

L-8 'A' N0:3 '3G '20'E 4<1.00'

<k CURVE DATA .. . .. . . CURVE I RADIUS I LENGTH l TANGENT I .• CHORD ·• ··1 · BEARING I · · DELTA . ··. I C-1 80.00' 58.70' .· 30.74' 57.:3'1' N27"34'.08'W. · 42'02'16' I C-2 80.00' G3.25' · ·. '.33.38' •• G1.G1' / S2Cf11'%'E .· 45'17'53'

C-:3 • 125.00' 13G.02' 75.G3' ·· 12'1.41' N20'.40'24'W .· G2'20'57' N 47G021.G"l E 547775.55

C-4 125.00'--'- 104.'1'1' 55.82' 101.'!3' S13'33' 41'E · 48;07'31'. I

"' ' ' •

!PI . GREENMAN-PEDERSEN INC.

Ef¥l1NEERS/ARCHITECTS/PLANNERS L/<JJREL, MARYLAND

... ,

C-5 . '170.00' C-G 25.00' C-7 50.00' C-6 50.00' c-q 'A' 50.00'

•

DES: KP

DRN: MP,RAK SITE PLAN CHK: DJM STA 224+68.42 STA 235+54.17

DATE: 3/ 3/ 94 1--B~Y-t--N..-:-0-1. ~--'.-----:R::8/::-=IS::-IO-:N --...:.......---.,......-:-'--j::-DA:::T::-E -f-:6700::-:-,-:S::C-:-AL-::E~M-:-A:::P-:N:-::0:-. ~.:..;__;__:::BL-:O:::C-:;K -:-N:::O""'. ------~---'1

2G<1.55' . 172..53' 2.42.1<1' N07;47'56T .• '!0'50'50' I • . ..

17.48' CJ.lf . ·• 17.12' S33~11'44'W . 40'03'17' I .

. 26.30' 14.54' .· . 27.'12' • · N2'1'22'5TE . .32:25'41' 16.'tY_

.. CJ.58.' . ··.· 16:.61' S34'45'10'W · . 21'41'14' 17.72.: . 6.C!5' · ·· 17.G3' S13'45'2G'W .. ·. · 20'18'14' I

. . ... · .. ·, •• ••• • •

HOWARD ·cOUND" PAlf-lWAY· SYSlEM .• ..::..·· . PHASE·. 2· CAPITAL PROJECT N~3906JJ HOWARD COUNTY, MARYLAND

SCALE

SHEET ..J.§oF :l.o

HCPSS! 5.0WC

~==~~===~'----.-,===~~-=-=~~~~~~=============~~==-~~=~~-~=======~~============================·-=-=-=-~·---·-·-~·--·- .. ·~-··-·-=-=· ..==:;,;.;_c ====='='~~=. "-=········- -····"" - . """'"" . . ................ "······-· .................... -.. . ----.-.... . ·-·-·"'' -- "" --·- ·- ·---- -----~·-·-·

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·--- ------

--~ ----- \ ----- \ -------- \ \

\

\ VILLAGE OF KINGS CONTRIVANCE

SEC. 2 AREA 3 PHASE 1 PLAT NO. 4<070.4<:071

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LOT 3 RIVERS CORPORATE PARK

FLAT 1'10. 7507

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TRAV=I+301 N 4570GG.GC! N

E 540715.0'1 f3

<.>s .. -.. . . ..

•

'\ SEE SITE PL~N SliEET 8 Of X

--.... .. -.

TRAV#115 N 457253.12 E 540530.52

XTRAV#304 N 4B714G.G [ 540535.14

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X


PLAT NO. 7507

TRAV-P.O.L. N 4B7122.5G f 5410'10.10

BRIDGE CROSSING

•


PLAT NO. 7507

CURVE

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TRAV:I\:11<0 N 457030.50 E 54123'4.25

RADIUS

/ VILLAGE OF KINGS CONTRIVANCE: C-1 150.00'

0 I() ru 0 ... ro w N 486750

•


DIRECTOR OF PUBUC WORKS DATE CHIEf, BUREAU OF ENGINEERING

CHIEF, BUREAU 01' UTILITIES DATE . CHIEf', lAND DEVELOPM f:NT DNISION .

DATE

DATE

• !PI

GREENMAN-PEDERSEN INC. ENGINEERS/ARCHITECTS/PLANNERS

'. ~ ,' LAUREL, MAR'ILAND

SEC. 2 AREA 3 PHASE 1 PLAT NO. 41070.41071

CULVERT BRIDGE

WETLAND LIMIT '

WETLAND BUFFER

PROPOSED TREELINE

EXISTING TREELINE

DES: KP

DRN: C.iNER

CHK: DJM

DATE: 1/3/95 BY NO.

C-2 115.74' C-3 175.00' C-4 100.00' C-5 100.00' '

LEGEND

' \ I I 1 I! I I I! I 'I -··-··----- •

VJ.....A....A.. I I

\....A.A..A....J..J I

SITE ·PLAN STA 0+00 . STA 5+85.81 .

REVISION DATE 600' SCALE MAP NO. BLOCK NO.

SHEET 8 OF X

LINE DIRECTION L-1 5 51'59'28' W

L-3 S 53'37'04' W L-4 S 41"51'51' W L-5 S G4'41'41' W L-G S 40'0<0'51' W

LENGTtt TANGENT 33.44' 1G.79' 2'1.84' 15.00' 35.'10' 18.01' 3'1.55' . 20.1"1' 42.G:!O' 21.7<:t'

0 0 If) ~ ... ro w N 487500

. -

DISTANCE 55.17'

102.<=!4' 83.04' 78.05'' 2G.07' 55.G2'

CHORD 33.37' . 2"1.7G' 35.84' 3"1.58' 42.57'.

- ' • ' ' ,c

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,'

<?VC'TC"KA '.

. ~~~tAt'"~~o""JEcT N--3906JJ HOWARD COUNTY, MARYLAND

' ' ' ' '

','<

. ·· .. DELTA 12'4G'22' 14'23'55' .. 11'45'13' •,

. 22'4''1'50' .24'3450'

.scALE

1"· 50'

SHEET ~oFlo

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·.

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Culvert Pipe & .·

Structure Schedule ·,

Str. ·No. lnv. A lnv. B DIAMETER SLOPE K R/W 1 288.01 286.95 .. 15" 5.03% 20' 6'/8' 2 .. 282.58 281 .68 24" 5.00% 18' 1 O'_L12' 4 275.54 275.16 18" 2.11% 18' 9.5'L11' 7A . 271.64 271.48 18" 0.75% 22' 7.0' flO.O' . .

8 . 269.91 269.04. 18:' .3.35% 26'' 9.5'}11.0' 9 .·

266.45 266.18 15" 1.50% 18' 9.0'/10.5' . .. \ 10 262.82 262.58 15" 1.33% 18' 12. o:L_16. o·

. 1 1 268.05 266.97 24" 2.92% 37' 16.0'_L18.0' 12* 262.40 261.40 60"x72" 4.35% 23' 30.0'/42.0'

.. 13 265.28 263.41 15" 4.25% 44' 13.0'/14.5' 14 266.0 265.14 30" 3.44% 25' 16.0' /18.5'

I . 16 267.64 266.36 . 15" 4.74% 27' 9. O'_L1 0. 0'

I

. 18A 256.88 256.00 18" 4.39% 20' 7.0'_L10.0' . 188 259.30 256.73 18" 11.18% 23' 7.0'/10.0'

. ' · .... 19 . . 253.50 250.90 . 24" 10.8% 24' 10.0'/12.0' 20 242.66 242.18 18'' 4.00% 18' 1 0.0' /11.5'

. 21 243.31 242.82 18" 1.88% 26' 9.5'L11.o' .. · 22 . 234.19 23.3. 71 15" 2.00% 24' 9.0'/20.5' ... 23 244.45 244.05 15" 2.22% 1 8' 9.0'/10.5'

. . ·. 24 253.05 252.51 24" 3.00% 18' 10.0'/24.0' ; .

NOTES: 1. Inverts are to be adjusted as deemed necessary by the Contractor to

match· existing grades. 2. All storm drain culverts to be ADS-N12 ·unless otherwise noted. 3. Storm drain culvert #12 to be RCP (shop drawings to be supplied by

the Contractor and approved by Howqrd County DPW).

••

.

See detct'1l this 5heet.

ADS End SeCtion Diinerision.S;

I A I

Pipe ·Obmeter

12" and 15'

.. 18'"

24' .

:w· .36"

I. . -

I '

l :

' JH ;....!. ' w ! A,, TOP VIEW

.

.

Part No.

1210 NP

l810 NP

2410 NP

. 30.10 NP

3610 NP

END VIEW

. olmell$i0ns flllChesl " . . _.:_

A(1:t:) I SMAx: H (1±)

6.5 . 10 : .. 's.s

. 7.5 15 . 6.5'

' 7.5· . ' 18 : ·6.5 ·. 10.5 NA ! 7.0

10.5 .. NA 7.0 .

ADS END SE.C1\0N DE:TA.\L.

' ' .

' L

SIDE VIEW'

. . '

• .L (1f2:t:)

·. ; I W(2±) ' . .

. 2.~ '2:Q ' I .C

l .. a:,> ~5 'I

.36 45'.'

' S3 68''

53 ' ' 68· ·.· ..

N 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 2 1 2

• DEPARTMENT OF PUBLIC WORKS HOWARD COUNTY, MARYLAND !PI

'f

DIRECTOR OF PUBLIC WORKS DATE CHIEF, BUREAU OF ENGINEERING DATE GREENMAN-PEDERSEN INC. ENGINEERS/ARCHITECTS/PLANNERS LAUREL, MARYLAND

.. ---=--=· = ·~=··---·· .

STR. No. · END SECTION A END SECTION B STATION OFFSET STATION OFFSET

1 0+64 6' 0+70 6' 2 2+05 6' 2+05 6' 4 12+65 6' 12+67 6' 7A 31+24 9' 31+37 9'

.. 8 47+47 7' 4"7+28 6' .

9 68+17 6' 68+20 6' 10 71+14 6' 71+13 6' 1 1 88+42 17' 88+39 20' 12 95+16

. 11' 95+23 12'

13 97+76 22' 97+73 22' 14 101+30 6' 1 01+36 18' 16 1 08+66 11 ' 1 08+62 16' 18A 134+60 9' 134+55 11 ' 188 136+10 9' 136+24 g' 19 151+83 1 0' 151+97 1 0' 20 155+94 6' 155+94 6' 21 161+85 13' 161+73 9' 22 180+99 11 ' 181+04 1 o· 23 220+58 6' 220+58 6' 24 .

NOTES: 1. All stations and offsets are within + or - 3'.

Adjustments to be mode in the field os necessary to accommodate existing conditions.

5''-0" s ·-o··-

l ~ : I

r---------~-----~ r---------------~~~ -

'\__ 3" x 3" CHAMFER (Typ.)

= 0 ' L::

TYPICAL SECTION SIR, NO. 12 PRECAST TWIN BOX CULVERTS

NOT TO SCALE

NOTES:

1. CONTRACTOR SHALL SUBMIT DESIGN COMPUTATIONS ANB SHOP DRAWINGS DULY SIGNED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER CURRENTLY PRACTICING IN THE STATE OF MARYLAND, AND HAVE THEM APPROVED BY THE

' ljO\\fAJ<:l) COIMTY DfV.

2. A 7" WALL THICJ<NESS HAS BEEN ASSUMED. CONTRACTOR HAS THE OPTION TO USE A LARGE!' WALL THICKNESS PROVIDED THE AFFECTED COMPONENTS OF THE CULVERT ARE REDESIGNED AND APPROVED THROUGH THE SHOP DRAWINGS REVIEW PROCESS. END SECTIONS DESIGN TO BE PART OF THE CULVERT DESIGN. ··

DES: A.T.

DRN: A.T.

CHK: B.B.

0 '' 0

L

'£ PATHWAY

X PROP. P VEMENT X L

END SECTION A END SECTION 8

ADS CULVERT INV. A CLASS I RIP-RAP

PROTECTION(TYP.) INV. 8

wfW"'".' IN Pil.:fEJ<.. CL;c;01i~'H~M;;_Jfi.A~F~I 4CO=X:_j:f:~«~==::JK5._::==~na~~f_------o;e,. Arf'R..DV€D_!f6/UAL... . - _ - .

TYPICAL CULVERT PROFILE N. T.S.

NOT TO SCALE

INV. A: UPSTREAM INV. OF CULVERT !NV. B: DOWNSTREAM INV. OF CULVERT

d: DIAMETER OF CULVERT S: SLOPE OF CULVERT L: LENGTH OF END SECTION (sa: D6TAIL.1111~ 5>\EE.T) N: NO. OF PARALLEL CULVERTS K: LENGTH OF CULVERT X: DISTANCE FROM EDGE OF

PAVEMENT TO END OF PIPE

NDff.?;

END SECTION

1. C.ON'f.R.ACIO.R. 10 IN:!UK£, I' O.F C:OVEIC. (MIN.) PCJe /.;a .. CUL VeRJS.

PLAN TYPICAL OUTFAll INLET PROTECTION

N.T.S .

R J r

T w

1

?,. c.oN'(R.AC10!<- -r/) !N5Uti£ F'Of>ITIVC. OR.AIHAuC. 'Tl> ALL !N(.ET '3TR.UctURE;S.

•

,-------,;-- 16'TO 18' -------------"1

2' 4' 4' .6'TOS' ..........

SEED& MULCH ;-3:1MAX % INDIR. OF S.H. A. ROADSIDE MIX

SLOPE • EX. GRADE FOR SHADE AREAS

' - _1111-1111 1111 !!!!_ = 1111. 1111 Ill!= 1111= ' = 1111- II II 1111- ITIT-Tiii . -

CLEARED Wfit'RE POSSIBLE

4" BITUMINOUS CONCRETE . BAND, BF MODIFIE.D { OR APPROVED EQUAL) *

._,__ 4" CR-6, COMPACTED a ROLLED

<---- COMPACTED SUBGRADE

TYPICAL SECTION NO SCALE

SEQUENCE OF CONSTRUCTION

1. Contact the Howard County Sediment Control Inspector 48 hours prior· to start of work. Inform him of the starting date.

2. Stabilized construction entrances to be installed at all.access points to the path.

3. Contractor to construct the path in 100 l.f. segments. Each segment to be stabilized immediately and prior to the start of the next segment.

4. Wood chip,. from cleared trees to be .used to stabilize the disturbed areas in the wooded sections of the 'path. Seed, mulch and .curlex to be used on the sections of the path exposed to sunlight.

DETAIL SHEET

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DATE: 12/23/94ii--::B':::Y+N:c:O~_::.---'--'--.,-;R::;:E::-:;VI-::::SI-::::ON:-;--c_::._~;---~--'--f;;-D A;:;T;;::Ef-:;-60:::;0;:-. -;:::S-;::-CA77L-;:::E-;-M-;-;A-;:;P-;N-;;::O;-. ---~.8:;;-L;::;:OC~K~NO::;-.---~=---j·

HOWARD COUNTY PATHWAY SYSTEM PHASE 2 CAPITAL PROJECT N-3906JJ HOWARD COUNTY. MARYLAND

HCPBS16.DWG

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SCALE AS

SHOWN

SHEET .?Q..or l.o

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HOWARD COUNTY PATHWAY SYSTEM PHASE OF WORKS

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Transcript of HOWARD COUNTY PATHWAY SYSTEM PHASE OF WORKS