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HomeMy WebLinkAboutSW5140801_Plansheet C-1.0 - Existing Conditions_Survey_20220923II EX. METAL I WOODS POSTS / WOODS I I I I I ® o� i------%/ --- --�--- �_--W— RANGE 4 RD._ —_—_-----'�---- j---__ �\ — — — — - 490 I� , I/ SANITARY I / I I SEWER I/� — � — + /---fi- � l I ► � � � l� � — — — — — — 1 -�__—_-- - I CLEANOUT SAN-�� — — S zc I I \ ♦ \ / / — SAN--Nm-, SAN-► AN nA1018M a I l l / EX. GRAVEL / / l I 1 I I A / EX./ // // / / I I I - \\ N\ WOODS �� \ \ IN, D I �\ F GPS 101 I l 1 — — — — — A TIMMONS GROUP I l _ _ — — — ( NAD83 (2011) — I \ 1/ J I I I \ I I I OBSERVED COORDINATES I I N: 883, 984.86' / a a rt a \ \ a C _- E: 2, 059, 032.38' Lrta \il \ _ _ - - _ - - - - - - J 1 / — I ELEV.: 492.69' -- GRATE INLET \ JI1 - - - - _ � \ \ 11 \ I I ' Z \ I 1 --493 r I I � / � - TOP = 491.36' r B - � \ 1 OUT (S) = 48709' \ �11 L_ /// // . III \ \ \ ► \ \�\ / ----493----' -492---_ \ \ I 1 1• \ -- - - - - -- 492-----------� GRATE INLET \ \ \ \ I TOP = 490, 99' �\ / EX. RIPRAP IN \ 1 FOREBAYBERM \ / / / / /' / / �� OUT = 48' (SW) = 486.64' E B _ I I INV. OUT = 477.50' 1 \ E I \\ EX. POND I�l /4cl1 B 1 I \ 1 I / EX. R/PRAPLINED EMERGENCY / 1 SPILLWAY I 1 I \�/y / °pv i'�' 1 I \ I \ �i WOODS \ \ \ \ 1 RISER ELEV. = 484.83' I 1 11 I I I C 15" PVC = 479.19' /' \ 84 ' I I 1 / I GRATE INLET 1 \ \ O \ 1 / - I 4.9 I 1 \ I \2 \ \ \ / I I TOP = 488.13' \ N \ 1 \ - 4486 /' / I 1 v d IN (NE) = 482.13' I 1 \ \ I \ \ \ I \ \ \ \ 1 OUT (NW) = 481,98' I 1 ► \ G \ I 1 \ I \ \ O\ I \\ \ \ S 492- - \ \\\ RCP ♦ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 1 1 1 \ \ \ \ \ \ \ \ \ \ \ \ \�1 \ \ \ \ \ \\ 1 I 1 ' - \ \ I \ 1 \ \ \ \ -493- \ \ 3. 73\\ \\ \ _-493 \ ho \ \ \ \ \ I 1 \ \ \ \\ d' \ \\\ \YTSO \ \ F \ \ \ I \ \ 1 \ O \ \ ` ` \ `` \ \ \ • \ \ r� \ / I \ \ 492------ \ \\ \ \ \ 0/" \ \ \P`O\ �DEUTLI. _EX. \ \ \1 \\ \1 \ \ \ GRATE INLET O TOP =489.05' B.O. B. = 475.81 ' \ \ \ \ �\ \\ �\ \ \ pyp \\ \ ♦ \ WOODS \\ �► \\ \ \ 491- F \ES„Q '190 / / \�� . JO \\ \ \ \ \ --A\ \ \ \ / EX. RIPRAP \ \ \ \ \ \ \ \ I ' { / ■ / FOREBAY BERM / / / 15" FES I INV. = 490.87' EX. POND B �0/ ♦ \ \ \ \ \\ \ GPS 102 TIMMONS GROUP \ \ \ \ \ \ \ \ NAD83 (2011) EX. RIPRAP LINED \ \ \ \ \ \\ \ \ \ OBSERVED COORDINATES EMERGENCY � N: 883,651.35' SPILLWAY /// RISER / / A \ ELEV. = 490.10' ♦ \ \ � ` � \ \� \ \ \ E: 2,059,363. 10' / \ \ /I/G,�\ \ \ \�►\ \ �\ ELEV.: 492.27' // / \ 490 / / - 40 \ o� ,�,,\\ WOODS \ � / / \ < \ 18" FES / / \ — \\ \\\\ INV,=485.74' \ \\ \ \ \ \ \ \\ a M M 0 Q z SCALE 1 "=30' EXISTING CONDITION & DEMOLITION GENERAL NOTES 1. THE CONTRACTOR SHALL NOT COMMENCE WITH DEMOLITION UNTIL PERIMETER EROSION CONTROL DEVICES ARE INSTALLED. REFER TO EROSION CONTROL DRAWINGS AND SPECIFICATIONS. 2. OBTAIN OWNERS WRITTEN APPROVAL FOR ANY REQUESTED SHORT-TERM, OFF -HOUR, OR TEMPORARY UTILITY SHUT -DOWNS OR DISRUPTIONS. 3. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE. 4. ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION ACTIVITIES SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH WITH ALL APPLICABLE RULES AND REGULATIONS. CONTRACTOR SHALL SALVAGE ALL SIGNAGE, METERS, ETC. TO OWNER. COORDINATE WITH OWNER PRIOR TO DEMOLITION. 5. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION. ANY EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER, ETC. THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER THE SPECIFICATIONS AND DETAILS OR TO MATCH EXISTING CONDITIONS (WHETHER OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED). UTILITY INSTALLATIONS MAY UTILIZE OPEN CUT OF PAVEMENTS UNLESS INDICATED OTHERWISE. TRENCH IN EXISTING ASPHALT SHALL BE PATCHED PER PAVEMENT REPAIR DETAIL. 6. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF THE OWNER'S FACILITIES. SHOULD DAMAGES OCCUR, NOTIFY ARCHITECT IMMEDIATELY. 7. THE CONTRACTOR SHALL EMPLOY A QUALIFIED UTLITIY LOCATOR SERVICE TO LOCATE ALL UNDERGROUND UTILITIES (INCLUDING BUT NOT LIMITED TO ELECTRICAL, TELEPHONE, GAS, CABLE, FIBER OPTIC) WITHIN THE LIMITS OF CONSTRUCTION. 8. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS. NOTIFY THE DESIGN PROFESSIONAL IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE PROPOSED DESIGN. 9. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND OSHA REGULATIONS. 10. EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY POLES ETC. TO REMAIN WITHIN THE GRADING LIMITS SHALL BE ADJUSTED AS NEEDED TO FUNCTION PROPERTY WITH THE PROPOSED FINISHED GRADES (WHETHER OR NOT INDICATED TO BE MODIFIED). 11. THE PROJECT LIMITS ARE NOT IN ANY SPECIAL FLOOD HAZARD AREAS OR FUTURE CONDITIONS FLOOD HAZARD AREAS, AS SHOWN ON FEMA PANELS 3720076700J AND 3720076600J. 12. VERTICAL DATUM: NAVD88 KEY NOTES TREE CLEARING REMOVE STORM PIPE REMOVE STORM STRUCTURE REMOVE BOLLARD REMOVE RIPRAP �F EXISTING CONNEX STORAGE CONTAINER TO BE RELOCATED BY OWNER PRIOR TO CONSTRUCTION. CONSTRUCTION LIMITS LEGEND Am,V$0600__ � m � m � FENCE X X GAS LINE —G— G POWER LINE —UGP—— UG POWER LINE FROM RECORD DRAWINGS _ — UGP-R — - TELEPHONE LINE — UGT — UGT TELEPHONE LINE FROM RECORD DRAWINGS - — UGT-R — - WATER LINE — W — w WATER LINE FROM RECORD DRAWINGS W R SANITARY SEWER LINE — SAN— — SAN SANITARY SEWER FROM RECORD DRAWINGS - — SAN-R — - CABLE TV LINE — UCATV— — UCATV FIBER OPTIC LINE — —UFO— — UFO STORM PIPE _______________ ROOF DRAIN PIPE — RD — — RD CONSTRUCTION LIMTS ■ ■ ■ ■ CONTOURS - - - - - --900-- LIGHT POLE LP LP SITE BOLLARD 0 0 UTILITY POLE -0- PP Q PP SANITARY SEWER MANHOLE O MH O MH STORM SEWER MANHOLE O MH O MH CLEANOUT (SANITARY OR STORM) O CO OQ CO DROP INLET ® DI ® DI FIRE HYDRANT FH FH WATER VALVE WV WV TELECOM BOX T 919 7818582 F 919 7813979 4600 Lake Boone Trail Suite 205 Raleigh, NC 27607 info@smithsinnett.com a� 0 N o L0 N u L0 � o U o +� ~ W o m aU) 0 > Y a o (.0 Q 11.) 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