HomeMy WebLinkAboutC2.0 OVERALL LAYOUT PLAN ORIGINAL SURVEY ON FILE AT LAND SOLUTIONS
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BASELINE POINT TABLE BASELINE POINT TABLE BASELINE POINT TABLE BASELINE POINT TABLE BASELINE TABLE O �F,G\STE�O'�'�
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POINT NO. NORTHING EASTING POINT NO. NORTHING EASTING POINT NO. NORTHING EASTING POINT NO. NORTHING EASTING LINE LENGTH ,,�br3,202�o
PI 685861.16 2460g67.g5 P21 b85g23.31 2461344.05 P41 685gb2.gc1 24611g0.07 Pbl 685g50.4& 2461075.02 L62 55.32' 'y 9TF OF
P2 685861.12 2461066.20 P22 685g40.26 2461348.42 P42 b85g46.04 2461185.70 P62 b85g26.86 2461068A5 L63 34.72' T MP��'F, W
P3 685860AO 2461531.44 P23 685g24.81 2461338.24 P43 685%4.48 2461154.27 P63 685g07.25 2461066.17 L64 25.56' >
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P4 685860.84 2461651.43 P24 685g41.76 2461342.61 P44 685g81.43 2461188.63 P64 685gg3.07 2461073.30 L65 22.00'
W
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P5 685860.84 2461664.44 P25 b85g35.7q 24612g5.63 P45 685g70.g7 246115q.0q P65 686025A5 2461046.34 Lbb 31.56' W
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M P6 b85866.84 2461651.44 P26 685g52.73 2461300.00 P46 685g87.g1 2461165.46 P66 68605g.03 2461011.3g L67 6.00, _ -0Q
P7 b85866.84 2461604.44 P27 685g38.04 2461286.g1 P47 685g73.g6 2461147.46 P67 68605q.03 246Og52.42 L68 43.55' c CD (D o o
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Pb 685860.84 2461604.43 P28 685g21.Oq 2461282.54 P48 685g57.02 2461143.Og P68 686024.16 2460g52.42 Lbcl 44.00' a W o W
C40 � aJ Pg 685881.g0 2461531.45 P2q 685g41.03 2461275.30 P4g 685g75.46 2461141.65 Pbq 686024.16 246Og80.g8 L70 43.51' os s
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PIO 685881.g0 2461504.80 P30 685g57.g7 246127cibb P50 685g58.51 2461137.28 P70 686002.16 246Og52.42 L71 6.41' 0 `° m Z L
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PII 685883.64 24614g8.02 P31 685g4q.01 2461244.30 P51 685g81.g4 2461116.48 P71 686002.16 246Og83.g8 L72 46.2q' N
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P12 685g00.5g 2461502.3g P32 685g32.07 246123gA5 P52 685gg8.8q 2461120.85 P72 685gg6.16 246Og52.42 L73 44.00' z
L P13 6858g4.62 2461455.41 P35 685g50.51 2461238.4g P53 685g84.1q 2461107.77 P73 685gg6.16 246Ogg5.g7 L74 46.24'
W
P14 685g11.57 246145g.78 P34 685g33.56 2461234.12 P54 686001.14 2461112.13 P74 685g52.16 2460g52.42 L75 40.5q' m
P15 6858gb.Oq 246144q.72 P35 685g52.00 2461232.6q P55 685g86.44 2461Ogq.04 P75 685c152.16 2460gg5A2 L76 15.54' ,
PI6 685g13.03 2461454.0g P36 685g68A5 2461237.05 P56 685g6q.4q 2461Og4.67 P76 685c145.75 246Og52.42 N
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PI-7 685g07.07 2461407.11 P37 685g53.50 2461226.88 P57 685g8g.68 2461086.46 P77 685g45.75 246Ogg8.70 `
m
PIS b85g24.01 2461411.46 P38 685g70.45 2461231.24 P58 686006.63 24610gO.83 P78 685g01.75 246Og52.42 °
Plg 685g12.33 2461366.66 Pig b85g61.4q 24611c5.88 P5q 685cM0.00 2461085.20 P7q 685g01.75 2460gg8.66
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K P20 685g2q.28 24613M.02 P40 685g44.54 24611g1.51 P60 6856166.41 246107g.12 P80 685861.16 2460g52.42 g
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HORIZONTAL CURVE TABLE BASELINE TABLE BASELINE TABLE BASELINE TABLE °
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CURVE ID# ARC LENGTH RADIUS DELTA CHORD TANGENT LINE LENGTH LINE LENGTH LINE LENGTH Copyright OC 2024 z
All rights reserved. Reproduction or use in any form w
o or by any means without written permission of 2
GI 53.16 35.00 87 OI OI 48.1 g 55.22 LI gg.01 L22 6.00 L42 17.50 Breckon Land Design,Inc.is unlawful and subject to 0
criminal prosecution. w
J i i 02 45ALI 36.00 72024'17" 42.53 26.35 L2 464.48' L23 17.50' L43 26.00' W
II 03 16.46 21223.64 0002'40" 16.46 8.23 L3 Ilq.gq' L24 44.00' L44 17.50' o
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G4 Iq.Bg 65.10 17°30'Iq" Iq.81 10.02 L4 13.00, L25 17.50' L45 12.01' Z
L5 5.qg' L26 q.01 L46 1750'
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Lb 72.gq' L27 17.50' L47 6.00'
0 o L7 21.00' L26 I I ACI L46 17.50' Q
\ Lq 26.(95' L2C1 17.50' L4C1 25.gg' 0
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\ ` w a LIO .00' L50 32.01' L50 1 .50'. LL 3\ " +�4 MCI) LII 17.50' L51 17.50' L51 q.00' Q W
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\ \ \ LI2 44.00' L32 6.00' L52 1750' ^ ' 7 0
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Joao LI3 17.50' L33 17.50' L53 q L.01' �
N:686,100' \ wER EgSF m N:686,100' LI4 5.88' L34 17.50' L54 17.50' O
\ LI5 I7.50' L35 6.00' L55 12.gq' W co
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> = LIb 44.00' L36 17.50' L56 1750' U =_ W
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� � � L17 17.50' L37 32.01' L57 0.47'
G I / LIS 21.12' L38 17.50' L58 24.37' W
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P67 L62 p66 � � � � � � L20 44.00' L40 17.50' L60 46.13'
PATH EAS, L21 17.50' L41 5AW Lb 13.12' Q
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LAYOUT NOTES 0
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< ZP68 L64 P69 P65 \ \ I. ESTABLISH SITE LAYOUT GRID FROM POINT OF BEGINNING (P.O.B.) Q
\ AT THE SOUTH WEST PROPERTY CORNER WITH AN ASSUMED W
J COORDINATE OF N: 685861.163', E:246Og67.g53' (VERIFY). \ J
W P58 ESTABLISH 2ND POINT AT THE SOUTH EAST PROPERTY GORNER AT / Q
N:686,000' � P70 8•, w P54 N:686,000' � � \ � � N:686,000'
d L66 6g6.48', S BgDEG 58' 24" W FROM THE P.O.B. WITH AN ASSUMED W
P71 J vj COORDINATE OF N:685860.837', E:2461664.437' VERIFY)
0 0 I P72 J L68 p73 P64 C6� L57 �55 o w P46 �� 2. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO J Ir
W
m ° P59 P5P55 CSg J " P44 SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS
6- l5� wE --. PRIOR TO CONSTRUCTION. O W
3 P53 1 - 3. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO
E m P518,,4g �4j �45 N w INITIATION OF ANY DEMOLITION OR GONSTRUGTION OPERATIONS. 5
P49 P47 �43 P38 036 ANY DAMAGE TO EXISTING UTILITIES ON SITE OR ADJACENT T L O
o P56 P45 - �41 C3g PROPERTY SHALL BE CONTRACTORS RESPONSIBILITY. ^ '
� P60 J J 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION ` V
U P43P41p39 �3WE" J J P30 CONDUIT AND SLEEVES WITH RESPECTIVE CONTRACTORS.
o P74 P 5 u P50 0 �35' P26 5. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION STAKING.� L70 P48 J P37 L32 N I STAKING SHALL BE PERFORMED BY RE615TERED LAND SURVEYOR
I` J L72 P61 �PJ P33 P31 �30 �" w WITHIN THE STATE OF THE PROJECT.
w P76 P77 P42p40 "� �28 P24 P22 6. ALL ANGLES TO BE TURNED ARE 450, CIOD, OR 1350 UNLESS
OTHERWISE NOTED.
/ P27 "' 7. ALL DIMENSIONS ARE TO BACK OF CURB, EDGE OF WALK, E06E
a ° P34 SP25 �24 W8,'' w P20 OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR
P32 J �22 P18 GENTER OF POST.
D ' J ��2 P28 ® P23 P21 rn , 8. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS DISTANCES
3 AND GRADES IN THE FIELD AND BRI N6 ANY D I SCREPAN61 ES TO
I 8 � P16 P14 THE ATTENTION OF THE DESIGN PROFESSIONAL FOR A DECISION
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8"$$ pig '��e �' ® PRIOR TO GOMMENGIN6 WITH THE WORK.
m - M cf. WHEREVER CONCRETE FLATWORK ABUTS BUILDIN65 OR COLUMNS z
a N:685,900' P63 / N:685,900' P17 116 w 3 N:685,900' '�
J J P1 IT SHALL HAVE AN EXPANSION JOINT. th W C W
o� P78 L74 p g o �1 a Q C p= W
�0 4 10. PROVIDE JOINTS A5 SHOWN ON PLANS. JOINTS ARE AN INTEGRAL , o U. �. o I. LIJ
8 $$ P15 P13 '' PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS y m o c o z C
- - J / ❑ ❑ o \L12 -10 AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY � 2 W Z zi Z
o ❑ ❑ ` I L9 FLATWORK THAT DOES NOT CONFORM TO DESIGN. �� " y?-�Y ct rg
- +, - ► � C9QCWW
� P 1 11. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD ��� � m Q��
Q J ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ , S$ P10 P9 ° FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL LAYOUT N C Q g 2 U
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❑ ❑ ❑ ° _ P6 IOU
THE AREA OR FORM WORK FOR REVIEW BY THE DESIGN Q z>W 'g
C N ❑ ❑ ❑ PROFESSIONAL. AFTER REVIEW AND NECESSARY MODIFICATIONS c� O
EL P. B. L1 ❑ ❑ J L6 7 J 14 AS DIRECTED BY THE DESIGN PROFESSIONAL, THE CONTRACTOR
`" SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT REVISIONS 0
CI) P80 L76 P1 p2 L2 N IN / P3 L3 P8 P4 2ND P5 POINT OBTAINED, THE CONTRACTOR 15 RESPONSIBLE FOR REMOVAL OF No. Date Description
� 0 C / ANY UNAUTHORIZED FIELD ADJUSTMENTS.
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w Iw /CID12. TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO z
- - - Row - - _ _ Ui
_ _ _ - - - - - _ _ - _ _ _ _ _ _ _ = - - - - - - - _ + _ _ _ _ _ - - - - - - - - TANGENTS SHALL BE SMOOTH AND CONTINUOUS.
Q ee e w w / 13. LOCATION OF ALL SITE FURNISHINGS SHALL BE APPROVED BY O
U ®®®® memo w w onmme ®®®®® DESIGN PROFESSIONAL PRIOR TO INSTALLATION.
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14. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAILS
- - ® z z FOR ADDITIONAL REQUIREMENTS.FOR NO.:
15. SEE ELECTRICAL SHEETS AND 5PEGIFIGATION5 FOR ADDITIONAL 24029 U
B Q 0 Ufv INFORMATION. ALL LIGHT POLE BASES ADJACENT TO SIDEWALKS
DRAWN BY:
¢-¢ OR IN LAWN AREAS ARE TO RECEIVE CONCRETE APRON- SEE
E LAKE HAZEL RD 2 I� DETAIL. EB, BEIr
N:685,800' E LAKE HAZEL RD N:685,800' 16. ALL ACCESSIBLE PARKING STALLS AND SIGNS SHALL CONFORM CHECKED BY:
TO ALL FEDERAL, STATE, AND LOCAL REGUIREMENT5 FOR
AGGESSIBLE PARKING. JB, HKM !^
W12 W 2 W12 - W12' �112" T 17. CONTRACTOR RESPONSIBLE FOR ANY DAMAGE TO NEW OR VJ
rn 0�N12" -- W12'' V"I ; - W12" W12' EXISTING IMPROVEMENTS INGLUDIN6 LANDSCAPE AREAS AS A DATE: 7
o RESULT OF CONSTRUCTION AGTIVITIE5. 06/03/2024 Z
18. LAYOUT PROJECT AS DE516NED. CONTRACTOR SHALL REMOVE O
WORK THAT DOES NOT CONFORM TO DRAWINGS AND
N OVERALL LAYOUT PLAN REFER SPECIFICATIONS. SHEET NUMBER U
A 0 � Ig. REFER TO MATERIALS AND SI6NA6E PLAN FOR FINISHED SITE
m MATERIALS, STRIPING, AND 516NA6E INFORMATION. ALL 516N C2.0
0 N 30 0 30 60 q0 POLES LOCATED IN LAWN AREAS ARE TO RECEIVE CONCRETE
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a SCALE: "- 30'-O" 20. IN THE EVENT OF A DISCREPANCY, IMMEDIATELY NOTIFY THE
i DESIGN PROFESSIONAL.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16