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GENERAL NOTES: 15. LANDSCAPING INCLUDING TREES, SHRUBS, MULCH, AND SOD SHALL BE REPLACED TO 1. REFER TO SPECIFIC PURPOSE TOPOGRAPHIC SURVEY FOR ADDITIONAL INFORMATION AND ACCOMMODATE NEW CONCRETE PLACEMENT. EXISTING SYMBOL LEGEND. 16. IRRIGATION LINES AND HEADS SHALL BE LOCATED PRIOR TO GRADING. IRRIGATION LINES AND 2. IN GENERAL, ITEMS SHOWN AS BOLD LINEWORK REPRESENT PROPOSED FEATURES TO BE HEADS SHALL BE REPLACED OR RELOCATED WHEN NECESSARY DUE TO GRADING FOR NEW CONSTRUCTED AS PART OF THIS PROJECT, UNLESS NOTED OTHERWISE. SIMILARLY, SHADED SIDEWALK/CURBS OR NEW LANDSCAPE PLACEMENT. LINEWORK REPRESENTS EXISTING FEATURES OR ITEMS SHOWN FOR INFORMATIONAL PURPOSES ONLY. 17. 4' SLOPE LEVELS ARE NOT ACCEPTABLE FOR CONFIRMING REQUIRED SLOPES. ONLY 2' SLOPE LINES ARE ALLOWED. 3. UNLESS NOTED OTHERWISE, ON -SITE PROPOSED DIMENSIONS USED TO SHOW THE GEOMETRIC LAYOUT OF THE PROPOSED PARKING LOT ARE SHOWN AT THE FACE OF CURB. PROPOSED 18. TRIM PLANTINGS TO AT LEAST 84" ABOVE SIDEWALK TO PROVIDE CLEAR HEAD SPACE. DIMENSIONS USED TO SHOW THE LOCATION OF THE PROPOSED BUILDING ARE GIVEN AT THE OUTSIDE FACE OF THE BUILDING CORNERS ON SITE CURB RADII AMC GIVEN AT THE FACE OF CURB. DIMENSIONS FOR ITEMS WITHIN THE RIGHT-OF-WAY ARE GIVEN AT THE EDGE OF PAVEMENT - 4. PAINTED PAVEMENT MARKINGS AND SIGNS SHALL CONFORM TO THE LATEST MUTCD MANUAL AND FDOT DESIGN STANDARDS. 5. CONTRACTOR IS RESPONSIBLE FOR CORRECT HORIZONTAL AND VERTICAL ALIGNMENT OF ALL TIES BETWEEN PROPOSED AND EXISTING IMPROVEMENTS. 6. REFER TO ARCHITECTURAL PLANS FOR BUILDING INFORMATION. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL CONSTRUCTION AND STOCKPILED VEGETATIVE DEBRIS AND FILL FROM THE SITE IN THE EVENT THE CONSTRUCTION SITE IS ABANDONED PRIOR TO PROJECT COMPLETION. 8. CONTRACTOR SHALL REFER TO THE LATEST FDOT DESIGN STANDARDS OR OTHER APPLICABLE MANUALS FOR CONSTRUCTION DETAILS REFERENCED WITHIN THE PLANS. 9. DAMAGED SIDEWALK RESULTING FROM CONSTRUCTION ACTIVITY ALONG THE PROPERTY FRONTAGE SHALL BE REMOVED AND REPLACED. SIDEWALKS THAT ARE REMOVED MUST BE RESTORED WITHIN THREE (3) DAYS. SAFE PEDESTRIAN TRAFFIC MUST BE MAINTAINED AT ALL TIMES. 10. SAFE VEHICULAR AND PEDESTRIAN TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. 11. LANDSCAPE ISLANDS SHALL BE MOUNDED TO PROVIDE POSITIVE DRAINAGE FLOW BUT SHALL NOT EXCEED A 4:1 SLOPE. 12. ALL CONSTRUCTION WITHIN THE FDOT RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITIONS OF THE "FDOT DESIGN STANDARDS INDICES", THE "FDOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION", AND THE "FDOT UTILITY ACCOMMODATIONS MANUAL". 13. ALL NEW ON -SITE PARKING LOT STRIPING PER CVS SPEC UPDATE CSU02-15. CONTRACTOR SHALL ALLOW A MINIMUM OF 1 WEEK FOR PAVEMENT TO CURE BEFORE STRIPING FIRST COAT. 14. CONTRACTOR SHALL CHECK SPOT GRADES AT AREAS OF NEW AND ADJACENT EXISTING PAVING PRIOR TO BE BEGINNING CONSTRUCTION TO VERIFY THAT COMPLIANCE WITH SLOPE LIMITS CAN RF MFT 1"=20' 20 10 0 20 40 SCALE IN FEET FND LB 4515 I I I I I I I I I I ACCESSIBLE ROUTE ALONG SIDEWALK 1:22 (4.5%) MAXIMUM SLOPE IN DIRECTION OF TRAVEL AND 1:6i (1.5%) MAXIMUM CROSS -SLOPE CONTRACTOR SHALL FILL EXPANSION JOINTS -� ALONG ACCESSIBLE ROUTE WITH JOINT SEALANT. MAX. 1/4" JOINT DEPTH AND 112" WIDE D - I I o• I I • r4 O II ACCESSIBLE PARKING STALLS AND ACCESS AISLE (1:67 (1.5%) MAXIMUM SLOPE IN ALL DIRECTIONS, TYP.) 5'X5' MIN. UNOBSTRUCTED FLAT LANDING MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS (TYP.) I EXISTING MONUMENT SIGN (TO REMAIN) 5'X5' MIN. UNOBSTRUCTED FLAT LANDING MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS (TYP.) I DC JOHN SANITARY - dH; MANHOLE "lM EL=50202 ACCESSIBLE ROUTE ALONG SIDEWALK 1:22 (4.5%) MAXIMUM SLOPE IN DIRECTION OF TRAVEL AND 1:67 (1.5%) MAXIMUM CROSS -SLOPE SITE DATA TOTAL SITE AREA: ±1.73 AC. DISTURBED AREA: 0.10 AC. TOTAL GROUND FLOOR AREA: ± 11,200 S.F. PARKING REQUIRED: 56 SPACES (1/200 SF) EXISTING PARKING PROVIDED: 56 SPACES PROPOSED PARKING PROVIDED: 55 SPACES (ADMIN VARIANCE REQUIRED) ACCESSIBLE PARKING REQUIRED: 3 SPACES ACCESSIBLE PARKING PROVIDED: 3 SPACES I I NOTE: CONTRACTOR SHALL PRESSURE WASH THE EXISTING ON -SITE SIDEWALKS AFTER EXTERIOR WORK IS COMPLETE. 'V pharmacy ±11,200 SF I FFE= 501.38 I 1 r--I I O 1 I `.J FF-I EXISTING BUILDING IJ-I ENTRANCE EXISTING SIDEWALK (TO REMAIN) I E T a❑ : s Dol 'Do�� e • • • d O . ,, • m 8 G er • • •.. - e •e - d A - STORA: 1212' 5' 12, • INLET GE=498.82 EE)e Lee ACCESSIBLE PARKING -- S AND ACCESSIBLE ROUTE 1 C-5.0 IT TIE NEW ASPHALT PAVEMENT INTO EXISTING ASPHALT PAVING AT EXISTING GRADE (TYP.) PROPOSED CURB TO MATCH EXISTING / (TYP.) ACCESSIBLE RAMP WITH HANDRAILS 12 MAXIMUM 1:13 (7.7%) SLOPE IN DIRECTION OF TRAVEL AND 1:67 (1.5%) MAX CROSS -SLOPE (8/C-6.0) L c DISTURBED AREAS TO BE REPLACED L 1 WITH SOD TO MATCH EXISTING (TYP.) CONTRACTOR SHALL COORDINATE TIE IN GRADE PRIOR TO SIDEWALK PLACEMENT TO CONFIRM ACCESSIBILITY ") DESIGN GRADES SHOWN CAN BE MET (TYP) WI rn vl of >I _ N89 °4131 "W 94.0E STATE ROAD 54 0.87' NEW CVS STANDARD CART CORRAL Ic oo, X I � I f_ 1 63, Ls_�_�J v 0' v o � d C 23 O N o N d o ° a 4 I d 4 d LOC 5 BOLLARD ACCESSIBLE SIGNAGE C 6.0 (TO BE CENTERED ON STALL, TYP.) 1 9 BIKE RACK C 6.0 501.32 501.3 501.38 1 CONCRETE SIDEWALK AT BUILDING I I 6.0 (TYP.) L'_'_�J TC 501.47 BC 500.99 TAPER CURB OVER 1' ---_ 4111111111111111 16.11' LOC L 3' HANDRAIL EXTENSIONS SHALL EXTEND V PAST END OF RAMP DOl OOl �-_OOl OOl 00, El 1:1 a , DOl _ 001 001 v d Q 0 4 C�--� ° a LL J d z 0 O oD 0 rn d d o • d \1 , v 3 V v 4 v o • d d Q v PROPOSED EXPANSION JOINT CENTERED ON DOOR. DOWEL EXPANSION JOINT WITH #4@18" O.C. (18" LONG, 6" EMBED. GREASE END OF ROD @ 2ND POUR SIDE) EXISTING BUILDING ENTRANCE CONTRACTOR SHALL PROVIDE PHASING PLAN FOR NEW SIDEWALK INSTALLATION TO KEEP ONE SIDE OF DOOR OPEN AT ALL TIMES 501.38 501.38 DOl DO, DO D0, 501.35 50>.36 v ? v 501.17 01.18 5 1 5 1.2( a � ° e• a a a a° - a a d < r ° 501.94 TC 500.BC ° d 500.91 d 5 0. 500.90 v ALL EXPANSION JOINTS WITHIN ACCESSIBLE PARKING AND/OR ACCESS AISLES SHALL BE FILLED WITH JOINT SEALANT (TYP.) 500.91 � 500.88 �6�CROSSWALK STRIPING C-6.0 (TYP.) TC 501.57 BC 501.091 ACCESSIBLE RAMP 8 WITH HANDRAILS C-6.0 (TYP.) I I 5101.87` 60.5' CONCRETE PAVING SHALL EXTEND V PAST END OF ACCESSIBLE PARKING SPACES (TYP.) PLAN DIMENSIONS SCALE: 1" = 10' TRASH CONTAINER, FLOWER POT AND METAL BENCH TO BE RESET TO ORIGINAL LOCATION. BOLT BENCH TO SIDEWALK TO MATCH EXISTING. 501.34 Zr DOl D 501.35 l� 50110 501.13 501.17 001 Do, 301 • v a . v 4 ° (5) REUSED HEELSTOPS, d SET SO TIRE IS 3', FROM o ° FACE OF CURB (TYP.) 500.96 TC v 500.48 BC v d. ° Q ;uD.48 +500.7 �uu to -4500 3� +500.29 5 0.89 PROPOSED PAVEMENT STRIPING PER CVS SPEC BOLLARD ACCESSIBLE SIGNAGE 5 UPDATE CSU02-15 (TYP.) CONCRETE PAVING (TO BE CENTERED ON STALL, TYP.) C-6.0 (TYP.) C�) ACCESSIBLE STRIPING 7 500.74 (TYP.) C-6.0 500.67 L 500.54 PROPOSED PAVEMENT STRIPING ASPHALT PAVING 4 -500. 16 TO MATCH EXISTING (TYP.) (TYP.) CONTRACTOR SHALL ENSURE SMOOTH/FLUSH TRANSITION BETWEEN NEW ASPHALT PAVEMENT AND EXISTING ASPHALT PAVEMENT G1 74 PROPOSED ACCESSIBLE ROUTE ON NEW ASPHALT 9PAVING MAXIMUM 1:22 (4.5%) SLOPE IN DIRECTION OF TRAVEL AND 1:67 (1.5%) MAX CROSS -SLOPE (TYP.) � �u 500.94 BC M O 500.95 TC I 50 .45 BC t��500.88 TC 500.42 BC LOC L 503.0 TC 502.55 BC LIMB UP TREES TO PROVIDE A MINIMUM 84" - - CLEAR HEAD SPACE ABOVE 5' SIDEWALK WIDTH SOD DISTURBED AREA TO MATCH EXISTING 77621 CONCRETE SIDEWALK �� TO RIGHT OF WAY / 2 PROPOSED LOCATION OF RELOCATED STREET SIGN - LOC "11 502.91 502.98 ACCESSIBLE PARKING & ACCESSIBLE ROUTE SCALE: 1" = 10' **CVS pharmacy EXISTING BUILDING ± 117200 SF STORE NUMBER 0651 37943 EILAND BLVD. ZEPHYRHILLS, FL 33542 PROJECT TYPE- ADA MODIFCATION DEAL TYPE- SELF DEVELOPMENT CS PROJECT NUMBER: ENGINEER ORESIT[ FL CA 26115 Foresite Group, Inc. 10150 Highland Manor Dr. o 813.549.3250 Suite 210 f 813.621.3580 Tampa, FL 33610 w I www.fg-inc.net CONSULTANT CLIENT: ! A Robert Reid Wedding Architects & Planners, AIA, Inc. 4112 Cypress Street - Tampa Florda 33607 - 813-879-6996 612 South Military Trail - Deerfield Beach, Florida 33442 - 954-492-9980 Florida License #'s: Architectural/Intenor Design: AA-CO01123 - Engineering. 00002655 SEAL: d1��00�0 C . 84,9 o�o�� ®� E N & o Y.f No. 685 0 o o STATE OF 0�0 N4 ��o o� M 0 n o M;�N\N06/01/18 REVISIONS'. Di CITY COMMENT 06/01/18 DRAWING BY: JMR DATE: 04/20/2018 JOB NUMBER: 340.050 TITLE: SITE, GRADING, AND PAVING PLAN SHEET NUMBER: C�5mO. COMMENTS: RELEASED FOR CONSTRUCTION