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HomeMy WebLinkAboutC200 SITE PLAN10 1 9 j o d HGLLC 6 1 7 1 6 1 5 1 4 PAD d p d d a p LI p p Tp 0 G/% O/✓ j ZONE: PUD /8 • AD a� ° a a 4a HIS Qp d ° �. a a 4° a H9 O d ° �• a a a 4 a ° ° ° d. \ EXISTING fi'PVC LATERALS / , E3 /\ (1 WSW AA NA \ hO Q j o RELEASED FOR CONSTRUCTION / Subject to compliance with all regulations / of State and meal Codes City OF Came l �VT�VI�OaNAWM<_ ,. DATE: \\ 02/28/19 9 ° d / A HALT H5 HB 4\RR — �,5,/ d / H2 1• ARX BUILDING 17 GFA = 2300 S.F. FFE = 898.70 LOCAL ELEV=896.80 (CLOSEST INLET CASTING) POND #8 100-YR ELEV=889.25 M.F.P.G.=891.25 M.L.A.G.=898.55 H7 TWO STEPS dIaI AS' I- a ASPHALT Is ASPHALT ZONE: PUD EXISTING BUILDING 16 — — HORSEFERRY ROAD 8 7 6 cat d 19 BRENWICK TND COMMUNITIES, LLC INST. # 199909965089 REMAINDER OF BLOCK "D" U&IM T•1 5 3 2 SITE PLAN NOTES SITE PLAN GENERAL NOTES HARDSCAPE 1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM 0 N Ht 6' CURB AND GOITER THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO Q Dic 0 7 STARTING CONSTRUCTION. O O CONCRETE SIDEWALK > m 2. ALL QUANTITIES GNEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE Q m R O EXISTING PARKING TO REMAIN OF WORK SECTION PRE ESTIMATES AND SHALL BE CONFIRMED BY THE m:p '� ..i BIDDING CONTRACTORS. E C x � DO O MATCH EXISTING CURB HO V h a 3. OCCUPATIONAL SAFETYAND HEALTH ADMINISTRATION (OSHA) p A JQ CD Ai O ACCESSIBLE RAMP STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926. •P•APPLIES CA , , E SUBPART TOALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN . O. y �p N M CE 3 O PAVEMENT FLUSH WITH SIDEWALK DEPTH. IN ADDITION, EXCAVATION EXCEEDING TWENTY(20) FEET IN Z >= V vt V 00 DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A R, C y V 5 OPROPOSED HANDRAIL. REFER TO ARCHITECTURAL DRAWINGS. REGISTERED PROFESSIONAL ENGINEER. O,�L --- j RD a 'v o O PROPOSED STANDARD DUTY ASPHALT. 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND ti 3 m m rn G CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS OMULCH BEDS PROJECT. 5, TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 6. BEARINGS,DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCEONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT rT, � Col INFORMATION. W .� ICI 7. THE MANYROLE IN THE I� N CONSTRUNEER CTION MEAN AND METHODSOWNER CONSTRUCTION MEATUS AND METHODS ASSOCIATED WITH THE 3 PROJECT. W " L� U 8. ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROLL CURB OR FACE OF BUILDING. 9. SEE ARCHITEOTURALPLAINS FOR DETAILS OFBUILDING, BUILDING W a DIMENSIONSANDSIGNAGESPEBIFICATIONS. DO NOT STAKE BUILDING L�JJ a FROM THESE PLANS. U 10. COORDINATE CONSTRUCTION ACTIVATES WITH ADJOINING Z N APPLICABLE. VERIFY EXTENT OF ADJOINING WORK AMID COORDINATE COORDINATE AS REQUIRED. ■■■ z (n HD MEMO H p J 11. FIELD FY MISTING AND TAPER C MATCH A MI EOFEET.DVERTICAL CURBS TO MATCH WITHINA MIN. OF THREE 3 FEET. CURBS TO r`, W T� 12. f DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED ON ACTUAL FIELD LAYOUT COORDINATES. 13. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE C RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES PRE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SMALL NOTIFY THE ENGINEER IMMEDIATELY. o o - g m 3z 3 m rc 14. PROVIDE SMOOTHNEWLY TRANSITION FROM NLY PAVED AREAS TO U 3 a EASTINGAREASAS NECESSARY. ALLAREAS WHERE PROPOSED Z ¢ PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF o a a fti o PAVEMENTSHOLL BE FREE OFALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SMALL BE PROPERLY SEALED NTH A 3 h t 3 TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT m rc P S rc IS INDICATED TO JOIN EXISTING. m m m m 15. RESURFACE OR RECONSTRUCT AT LEST TO ORIGINAL CONDITIONS m N F; N F ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS PRE DAMAGED < o---s DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS, OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 16. THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. - Go 17. REFER TO ARCHITECTURAL PLANS FOR BUILDING ACCESSORY DETAILS. 18, REFER TO SHEET C201 FOR SITE PLAN DETAILS UNLESS OTHERWISE �? NOTED. z z �33 Wei= SITE DATA 2 o SITE AREA AC oar; z z R BUILDINGINGAREA EA=22505E o 0 PERCENT IMPERVIOUS = 87% Z w z z z ZONING = PUD x - - FRONTYARD BSL REQUIRED =10 FT u NO 10200392 STATE OF r R h' 4�2 2019 -JAMF —K 9mme AKIPE 10 0'v SITE PLAN LEGEND U UTILITIES LINETWES S a t� ¢ FIRE DEPT HOOKUP ORNAMENTAL LIGHT — — RIGHT OF WAY LINE ll i tf FIRE HYDRANT STREETLIGHT FENCE I� pool - LJ POST INDIOATORVALVE RIB PARKING LOT LIGHT (I HEAD) BUILDING SETBACK LINE 011 z QQ WATER MANHOLE COMMUNICATIONS JUNCTION BOX BOUNDARY LINE O Icy 8 WATER METER © COMMUNICATIONS MANHOLE SECTION LINE Iti ON r SIAS WATERVALVE © COMMUNICATIONS PEDESTAL � a 30 (M/P) NBY51'S1 •E 262.63' ®a GAS METER ® COMMUNICATIONS RISER U Z a — — — X GAS VALVE IF TRAFFIC SIGNAL POLE ABBREVIATIONS r, Q ➢ © ELECTRIC MANHOLE 1 TRAFFIC SIGNAL ROW RIGHTOFWAY V Z STORM CLEANOUT BIBLEBUILDINGSETBACK LINE pool Ey ELECTRIC METER ESMT EASEMENT En W ® RICAL ELECTRISER • BEEHIVE INLET DAUE. DRAINAGE AND UTILITY EASEMENT W 2 u 0 CURB INLET FEE FINISH FLOOR ELEVATION z K ® TRANSFORMER • FLOOR DRAIN O U ORGUYANCHOR ELECTRIC JUNCTION BOX • ROUND INLET 9 SQUARE INLET O W 0 m GENERATOR GO UDUPFYPOLE ® STORM MANHOLE W a UTILITY POLE WELL FORMER • DOWNSPOUT N 8 MONITORINGW SANITARY SEWERCLEANOUT 3.1 H. y CRI LIQUID PROPANE GAS TANK ® SANITARY SEWER MANHOLE • 0 Z o LU W W F" ' OTHER W � E n Ia'I $ 0. A SIGN Know what's below. A O GATEPOST Call before you dig. SHEET BOLLARD S Wor 10-3 Call --NO. /� / \ ■ j. 8 PARKING METER J 811 O/ 800-382-5544 ■`v,G 0 O i PARKING WHEEL STOP SCALE: 1• = 1D• 21 Ha"n o AS 7 C%'s a Kmk _ _ ACCESSIBLE SPACE PER IGUANA ABATE PAN A __ 26 WITHOUT HOLDING THE UNDERGROUND PROJECTNO. Q2 PARKING COUNT 0 5 10 20 rCE MCCrv(2) WORKING oars N SERVICE COMMENCING WORKW 16.0606 4 3 1