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HomeMy WebLinkAboutSite PlanY O N .y N W a 0 w) O O x E O N N y 0 O M CL X O p 0 C OO W / N X %rn 3 O y 0 U N X �� O O U •� O p U p O O J N T O M O o � > E o � •N O o,o /a o°o O° r O N J N ID cn (n M M C 'n cn x O > O W v O] G cn 'x N O O O X i 0 N V N 0 U C C� Z QQW C.] O N c) n CN /W Q M C-4 VI cry N O � = C O � pp /p�V 2 � C4 OHO �N o S� a 25' SIDE YARD EMW MOM A=SS EASnflfr — L 24' \ I I \ \ I I \ \ \ � oar�ACE HESS EAS[�[wr I ' I I I I FUTURE MASTER PLANNE BUILDIN OUTLINE N 0 25 50 100 12.5 37. 75 SCALE: 1"=50' 25' MINIMUM SIDE YARD SITE DATA SITE WORK GENERAL NOTES AND SPECIFICATIONS :PARC:EL EAGE: 24.60 ACRES Q COVERAGE : 30.2% w O A P 0 � N Q - -q 1. SITE PLAN LEGEND W O= Z m Q ^ .a S x PRIOR TO STARTING CONSTRUCTION. j — CONSTRUCTION LIMITS EXISTING UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE AND FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO COMMENCEMENT ©2 PARKING COUNT O ^ U O CONSTRUCTION. OF Keyplan: Drawing Number: C201 SITE WORK GENERAL NOTES AND SPECIFICATIONS w O A P 0 � N Q - -q 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING, THAT ALL PERMIT AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY AND STATE AGENCIES W O= Z m Q ^ .a S x PRIOR TO STARTING CONSTRUCTION. j 2. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE AND FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO COMMENCEMENT O ^ U O CONSTRUCTION. OF t z 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND COORDINATION OF �J Q 01 :5 00 a Z '� ALL CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES. _z M �? 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY RESULT IN REMOVAL AND REPLACEMENT OF THE DEFECTIVE WORK. z 5. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS O FINAL RULE 29 CFR PART 1926, SUBPART 'P' APPLIES TO ALL EXCAVATIONS EXCEEDING –1 Q ~ FIVE (5) FEET IN DEPTH. m O Z O 6. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH Z F -- SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. v W C/-) 7. IT IS ESSENTIAL THAT THE WORK TO BE COMPLETED IN CONJUNCTION WITH THIS PROJECT < z Z SHALL BE INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO CERTIFY TO CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. U THEREFORE, IT IS NECESSARY TO OBTAIN APPROVAL AND ACCEPTANCE BY THE CITY THAT CONSTRUCTION WAS COMPLETED IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS. 8. SEE ARCHITECTURAL PLUMBING PLANS FOR PLUMBING DETAILS TO AREAS FIVE (5) FEET OUTSIDE AND INSIDE OF PROPOSED STRUCTURE. 9. RIM ELEVATION (RE) SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER THE GRATE vr- FOR ALL CASTINGS. IF CASTING HAS SOLID LID, THE RE IS THE LID ELEVATION. Q 10. WATER AND SEWER CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH "TEN co co STATE STANDARDS" AND LOCAL CODES. 11. WATER LINES THROUGHOUT THE PROJECT SHALL BE INSTALLED WITH AT LEAST 54 INCHES L OF COVER TO PROVIDE PROTECTION FROM FREEZING. d .Q 12. REFER TO SHEET C502 FOR BACKFILL REQUIREMENTS FOR ALL UTILITIES. 13. SEE SHEET C502 FOR DETAILS REFERENCED. Z 14. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD 0 SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. IMMEDIATELY E x U .V C 3 � v KEYNOTE LEGEND = _ J; o 1 NEW ASPHALT PAVEMENT, HEAVY DUTY M J � U Q cl) N-- 2O CONCRETE SIDEWALK o s� oWp v °?N o co C 3 COMBINED WALK AND CURVE O(OMITTED) Q 5 RETAINING WALL O FLUSH CD CONCRETE SIDEWALK i Z Z O7 WOOD STAIRS AND RAMP BY OWNER O8 ADA ACCESSIBLE PARKING SIGNS OVAN ACCESSIBLE PARKING SIGNS 10 FLOWLINE WITHIN DRY BASIN a 1 1 VESTIBULE, SEE ARCHITECTURAL PLANS ■ .,�■.Ai Q 12 CONCRETE STRAIGHT CURB ■tom Z �' 13 CURB TAPER i 14 NEW ASPHALT PAVEMENT, LIGHT DUTY C� V W L 15 ACCESSIBLE PARKING SPACE Q _ Z M O 16 CONCRETE PARKING BUMPER � �17 A CCESS AND 16" G ATE Q1 � Z <9> MAINTENANCE DRIVE N 19 BICYCLE RACK Uj O E V7 � c U 3: > T V — .m o d Keyplan: Drawing Number: C201