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Home My WebLink AboutSW6120802_Grading Plan_20120813:ice r ..-..'_�: _i•. fl,iS S,-a_.. ` \ `\ 1. SIDEWALK CROSS -SLOPE SHALL NOT EXCEED 2% AND THE PR . 18" CLASS I CP RUNNING SLOPE ALONG THE TRAVEL PATH SHALL NOT EXCEED 5% � �� 17 L. 0.59% a EXCEPT AT DESIGNATED RAMPS. PROP. FES C1 ♦ \ O F \ � �` \ \ � \, 2- CROSS -SLOPES SHOULD BE VERIFIED BY THE CONTRACTOR I.E. OUT=163.85 \ \\ AGO S>,A/ \ \ \ \ \ PRIOR TO POURING CONCRETE FOR THE SIDEWALKS.\ \ ♦ \ PROP. 11'Lx13'Wx18'D \ \ ♦ s, �'S 3. IF AFOREMENTIONED SLOPES CAN NOT BE ATTAfNED, THE CLASS B RIP RAP to \ \ ♦ \ \\ \ °c A <<D� �� \�, �'\\ ENGINEER SHOULD BE NOTIFIED PRIOR TO SIDEWALK INSTALLATION. APRON CLASS 6\ \ \ \ Foy S/P' \ \ \ \ 4. IF RAMPS EXCEED 6' IN LENGTH WITHOUT A LANDING AREA OR \` \ \ \ y °F 1 '�\ \ \ \ \\` THE RUNNING SLOPE: ALONG THE TRAVEL PATH EXCEEDS 5% ` \ \ ♦ 's LF'� \ \ \ \ HANDRAILS MAY BE REQUIRED. VERIFY WITH ENGINEER OR LOCAL \\�\ stir ss INSPECTOR. \ \ \ \\ PROP. CB C2 \� •\ \ J' T. 113" CLASS IY TC=167.80 \ L.F_ 6%53% /1 I.E. IN=164.05 �+\\ .�\ ♦ \ \ ♦�q� 1 I.E. OUT=163.95�- 1A7 An PROP. /15" CLASS IV RCP HP 1 \`\ \ \ \ \ (0,� �'F,�� \ \ \ \ • / 54 LF 0 0.56% \ \ \ \ NOW OR FORMERLY OWNED BY:/ 0-RING GASKETS / 7s' 4!\\ 16 \\ 6 .61 (/ •CJj `� J. G_ HORNER HEIRS 1 , / \\ \ \ \ \ ` \ \ `��/C' �' ♦ \ \ TAX ID: 0423 33 4549 LEGEND DB 00504 PG 00106 so PROP. CB A6 PROP. C8 A5 TC=165.85 1 I.E. IN=162.40 f • ♦ \ ! \\\ \ • TC-165.00 \ \ \ --1=I,Ev-- EXISTING CONTOUR 1 / � PROP. FE C3 � \ - --ELE� PROPOSED CONTOUR I E. OUT 6161 80 / 1.90 I.E. OUT=162.30 �a E. OUT=11 4.3fl don E EV PROPOSED SPOT ELEVATION (ON ASPHALT) #6 7 S5 EXISTING SANITARY SEWER LINE W EXISTING WATER LINE `� 1 ,6 - _- __ -= f-==--___==-s,sr ♦\\\ \ �\ \ _ �/ \. tE-�I EXISTING CATCH BASIN PROP. TOP OF DAM 6 s\\ \ \ `• ` --G EXISTING GAS LINE ELEV.-164.00165.85 EXISTING STORM DRAINAGE PIPE 11 PROP. 15" CLASS IV RCP 2 LF 0 0.56% PROP. 10' WIDE Fj VG Q-RING GASKETS PROPOSED STORM DRAINAGE PIPE �}• GRASS SPILLWAY 2`� - / \ ` \ \ N tJ � ELEV.=163.00 \ 6 � n `. - _�-•-----------------._..-_._. PROPOSED CATCH BASIN 16 \ _ L _ _ - _ - - _� \ 7 . \ \ \'° \ <` i -� 30' SIDE YARD ! PROP. CB A7 HP /. "�11 1 TC=166.20 / ♦ / \ \ \ ` . \ \ i \ PCCE PROPOSED STORM DRAINAGE EASEMENT PROP. �� 6 �� 4 11 ✓ - HP �6 ILE. OUT-162.70 I.E. OUT=162.50 �5 :4 / 1 / \ 1 �- A `° PROPOSED BM MAINTENANCE EASEMENT / �rL i °Q,. a /. a / / \ \ /PROP. SWALE #2 SLO OE ,� ! \ AT 1.07. MIN. (LINED WI 1• `� 1 NORTH AMERICAN GREEN 0! = • f �' �' 1 1 /1 s\ S75 OR APPROVED OE a / \ QUI 1 ALENT AS (LINER 5 SHOWN ON 166.65 co i I165.69OE OE _ - (3) PROP. 6- DRAIN PIPES ✓. 16 \ 14 L.F.(EA.) 0 0.71% �. \ \ 6�i N 11 ° ' / ° : ° ° 6 a D ,/. \ 1. fG a1 v, vi \ P.50K BOTTOM PROP _ ` 1 OF BASIN " p \ 6 0� 1 \ \ \ o \\ I.E, IN=16260 �'% I �' ELEV =t61:00PROP. 15 CLASS IV Cf* : 4 \ \ \ \\ \ ` \ it I 115 LF ® 52X AREA 4,510 SF 11 . W/ O-RIN Im GASKETS / / \ PROP. 035 . 11 a ° .l A / / / \ �rn . HIGH CONCRETE 111 " / �' PROPOSED / HP \ r \ 1 jP O MAN GLES / � \ \, :: a FORBAY WALL ROP.18 RC ° \ DETAIL} 7 LF 00.59 i . TW=161.75 Il W/ O-RING G ETS i a / (3,805 SF) I i 58 SPACEStea\ \ ` w PROP. 3:1 SLOPE (TYP.)-166.1 � 1 LA 5 \. PROP... - _�=�_ -• - v d. ° °� \\ ` 107 1 #'x13 ►1fxy 8 D _ _ _ - - �y - -r - �• . - 5O - ACC _ _....-._ ._....... - - - - - - - ._ £LASS_ B- RiR- - - - / \ \ ` RAP APRON PROP. CB A4 / � � � ♦ � � t 6 ` \ TC=164.35 �_ rot \\ PROP. 108 L-F. OF / \\ \� \ \ \ \ \ 16 E. IN X1.20 1 167 �Y 8" PVC ® 1.0% MIN. f ,� PROP. GRASS SWALE #2ZZ 16 162 �- Imo. pC3T=161.10� 1= _ PROP. 15" CLASS IV /RCP \`� r ®1 A% MIN. ! \ \ \ \ / /��74PROP. CB 61 / 1 16 LF 0 0.58% / \\ TC=166.05 ` _ a, f /W/ q-RING GASKETS \\ E. IN=162.41 'M 1 _ ` e$ PROP. FES A3 / _ I.E. OUT=162.21 r CO \ E. iN=161.00 \\ I slop \ \ � / • 167 ,6$ �♦ A� p�..�...•1fi7 - OH \ \ \ \ \ ! 1 \� \\ \\ \\ \\ ``/ H H 16 H t H ^HP HP-- _ �`�� \\\\\\\\ \ \\\ \\ \� \\\ ✓�R TELE " �� EXIST. WIR FENCE 1 r,`:, N24'12 40 W 293.17 �� - _r�A� ♦ \ \ \ \\ \ \ \ \ \ \ - - ; ,, ~ - -•P&- - -T I_-E' PROP. GRASS SWALE #1 R'Ile \ \ ♦ \ \ \ % r R, 4' PED PROP. SWALE 1 SLOPF� / MON ® 1.O% MIN. / # \ \ \ \ \ \ ♦ - - -16fi- / - i AT 1.0% MIN. (LINED WITH / l 1 .,� \ \ \ \ \ \ \ \ ♦ \ ` 5�"T✓ / _ - - - ` - - _ _ ti NORTH AMERICAN GREEN j _ � � i � � _ - LU E7 - - -- 167- - - - - " � _EQUIVALENT AS75 OR PPROVEN, ��` -175� \\\\\♦ \ �� c�\2 ''~\\- �� -.._...__--_-------_..--------_--_..._--_--- - ON C5.1) (LINER 5' WIDE) \ ♦ ��- ��_ ` - �� z--------------------._-- .---•-------------•-....--_._._. `--- --------------------------------------------- To \\\= N_0 P _ `°�� .3-------------- -- .__-. _..-------_. -..-.._---_.........__._.._....-._-------------•-------- -i72 -{- 73- _...- .....__ _-- ------ __ _ �--- - �� ------------_ _..----...._.------_..._....-.-------•--,..._._--_ _ ~�` - - AVEME - _ - - - _ - - -_ tl.t V=.l /Vats - _ _ - _ _ - _ _ - - - 71 - -- ~ _ ____..�___ �\ EDGE OF P NT^ \ -___-------- GENERAL NOTES: IN. 1. THIS MAP IS NOT A CERTIFIED SURVEY_ BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY THE ISAACS GROUP. ~` `- --- -�" `� �>> _ - 2. THE UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY. THERE // � \ ---- \ `� - `, C'4 I�i --- --� . \ DOUBLE YELLOW _.. w:_- - . �.O¢�( ,,.... �� /, ��` •,..... 4 ''�/ MAY BE OTHER UTILITIES NOT SHOWN ON THIS PLAN; THE ENGINEER ASSUMES NO / \ ��-�� - - .� `. �.• '� RESPONSIBILITY FOR THE LOCATIONS SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR / �--- -- -- -� - �.________..� -... _ _ _ _. _-- - - - = . \ ES / LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. / \ \ \ -. -- --- - ~ \ w .?. • •' y i . �p� S/p • •'L -_ - -�__ THE ISAACS ` =rQ 'I'q AND PROPOSED EXCAVATION SHALT BE ♦/ ` . \ _-=-- -= = =(SR 2 5 2) =GRO•CONFLICTS BETWEEN EXISTING UTILITIES --= =-ppT ROAD : ENGINEERING & SEALREPORTED TO THE ENGINEER IMMEDIATELY. �__-=CHICKEN F- • -_= = PUBLIC R/W VARIES �,'-.Na. ca 9 G� �� r o25s26 3. PROVIDE MINIMUM OF 48 HOUR NOTICE TO OWNER OR REPRESENTATIVE PRIOR TO / INTERRUPTION OF ANY EXISTING UTILITY, IF BEING UTILIZED_ / (45 MPH POST SPEED LIMIT} '-,, ,•:�tiQ-�-' %, 0a� Vic--•:= 4. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY F0F A11j�N�� '�ig1V T UTILITIES DAMAGED DURING CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY ��il/iltlll�� f11f tl llk1�� RESPONSIBLE FOR LOCATION & PROTECTION OF EXISTING ABOVE AND BELOW GROUND��f UTILITIES AND STRUCTURES. ANY AND ALL MAINS OR INDIVIDUAL SERVICES PRESENTLY EDGE OF PAvEmENT IN SERVICE WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY AT NO ADDITIONAL EXPENSE TO THE UTILITY OWNER. ANY AND ALL MAINS OR INDIVIDUAL SERVICES PRESENTLY NOT IN SERVICE AND WHICH ARE TO BE REPLACED Pro;eck B O V A N G LE S' DURING THE COURSE OF CONSTRUCTION MAY BE REMOVED AND LEGALLY DISPOSED OF IF DAMAGED DURING CONSTRUCTION. w ri CHICKEN FOOT ROAD (SR 2252) LOCATION MAP NOT TO SCALE 5. THE CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING NEAR ALL UNDERGROUND AND OVERHEAD UTILITIES. 6. HANDICAP SIGNAGE TO BE INSTALLED IN ACCORDANCE WITH A.D.A STANDARDS AT H/C PARKING SPACES SHOWN. 7. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE: NOTED. 8. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY PERMITS AND APPROVALS HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION. THESE PERMITS AND APPROVALS MAY INCLUDE BUT ARE NOT LIMITED TO GRADING, DEMOLITION, ZONING, BUILDING, DRIVEWAY, DETENTION, SUBDIVISION, SPECIAL USE, SEWER AND WATER. SIDEWALK NOTES: GRAPHIC SCALE 2L 0 19 20 40 1 INCH = 20 FEET + 7 , -.� _..�. . 1� �! � ! ;� ... �+ ,� _ .. . . .. +, .. � t „ . ... -. - - d'J `Y' � �r� � t� •l�.. � i:r.4 ; _.i,f! dY.Ii i�;.