HomeMy WebLinkAboutZ-4175-F Map 7FIN. GRADE
CONCRETE SIDEWALKS
WALK5 SHALL SLOPE 1/4 INCH PER FOOT ACRO55
THE WIDTH OF THE WALK, IN THE DIRECTION OF
SLOPE OF FIN15H GRADE. WALK5 ADJACENT TO THE
BUILDING SHALL BE 5LOPED AWAY FROM THE BUILDIN6.
WALK5 ADJACENT TO CONCRETE CUR55 SHALL SLOPE
TO DRAIN AOR055 THE CURB.
PROVIDE TRANSVERSE EXPANSION JOINTS WITH 1/2
INCH EXPAN51ON JOINT MATERIAL AT WALK JUNCTIONS
AND INTERSECTIONS, AT THE TOP AND BOTTOM OF
STEPS, AND WHERE WALK5 ABUT CURBS, BUILDINGS,
OR OTHER FIXED 5TRUCTURES. EXPANSION JOINTS
SHALL EXTEND THE FULL DEPTH AND BE SPACED IN
WALKS AT APPROXIMATELY 50 FEET ON CENTER.
50ORED JOINTS SHALL BE APPROXIMATELY 5 FEET ON
CENTER.
EARTHWOW - QUALITY ASSURANCE
An Independent 5oll Testing Agency hired by the General Contractor
and approved by the Architect shall be engaged to perform the following:
I. Soils Testing Agency is to review Soils Report (copy to be supplied to
Soils Testing Agency by General Contractor). Agency is to familiarize
itself with the recommendations of the Soils Investigation Engineer
relative to site preparation.
2. Soils Testing Agency Is to oversee the following Items:
A. Removal of organic topsoil and loose dumped fill materials;
Determine depth of removal required.
B. Excavation of existing subgrade soils to design grade.
G. Proofrolling of exposed subgrade to determine if any pockets
of soft and/or unsuitable materals are encountered, and f
encountered, determine how much material should be removed
and replaced with a well compacted material.
D. Placement and compaction of fill, both subgrade and structural.
Agency is to obtain representative samples of soli to be used
as fill, determining moisture -density relationships and
relevant Atterberg Limits. Agency Is to take in-place density
tests. Provide one density test for each 2500 square feet of
surface area per each lift of fill in place (building and
pavement areas only).
E. Placement of fits to design "rough grade"
3. Soils Testing Agency is to submit copies of all test results to
Architect for his review. Submit additional copies of test results
to Project Manager and Project Superintendent for their records.
4. 50119 Testing Agency Is required to report to the Architect any
potential problems relative to site preparation or any inconslstencles
of site work relative to the Soils Report.
EXTERIOR AREA L16HT
FIXTURE #II
(SEE 5HT. E2 FOR SPECIFICATIONS)
AREA LIGHT POLE
5EGTION
5GALE : 3/I6" = 1'-0"
n
8 GUTTER
BA5E
L)
LANDSCAPE NOTES:
I) ALL PLANTING BEDS SHALL CONTAIN 2' THIGKNE55 OF SHREDDED HARDWOOD MULCH.
Y PI%NE 2) 16 GAUGE 4" -WIDE STEEL EDGE TO BE USED AROUND ALL PLANTING BEDS.
LEATHERLEAF VIBURNUM - NO2°2140°E 617.26'
-- -�
S" IN HEIGHT (MIN.) _ _ _ _ _ _ _ _ _ _ _ , _ _ _ _ , _ _ _ _ _ _ _ _ _ , _ _ _ _ , 1 _ _ , ,
I NEW APHALT PAVEMENT 15 SIDEYARD I 1
12 SPACES ® q' = 108.0' j 2" AGHM TYPE 2 SURFACE ON PRIME GOAT BUILDING SETBACK
_ — — — — — — — — — — — OVER b" CL. 'I A66RE6ATE BASE COURSE
q_O NEW OVER 5" SCARIFIED d COMPACTED 5UB6RADE EXSTING
AREA LIGHT AREA LIGHT \
g L(MATGH EXI5TIN6 � 8
v
N NEW CURB 8 GUTTER
NEWjPARKING (12 SPACE S)
TV
p (MATCH EXISTING) /
II EXISTING �'' (t } y ( ry ' 1 IN/ H/C SIDEWALK RAMPNEY4 5' NIVE CONC. S
FIRE LANE 1:12 RAMP SLOPE
i TURNAROUND
NEW CURB $GUTTER 0 EXISTING FIRE LANE 1:10 51 DE SLOPE
(ASPHALT SURFACE) f EXISTING PARKING I , , , \ 4' X 4' LANDING
(MATCH EXISTING) q' -O" TYPICAL v _ / 18 SPACES 1 1 \ \ , W/ 2% MAX. GRO55 SLOPE
EXISTING 8"0 EIRE PROTECTION LINE _ N _ —i! _ _ _ _ _ _
i I NEW CURB GUT
24" WIDE F NEW PARKING (12 SPACES) EXISTING \ \ ` l \0.
TAPER CURB
01
EXISTING FIRE HYDRANT \ \ ((� 1 ! n• (�
I I AT END (1:4) PORCH
N O C ET , So E Q
1 EXISTING EXISTING
YARD INLET _ 1 IXISTING SIDEWALK �n]
UOI NEW EXISTING AREA LIGHT y" pR�d� � i �✓
Q + AREA LIGHT + AREA LIGHT
r] M I \ (RE: A/C7) a \ NG 0 �.�\ON
tea\ otE
Ln
"� `IENI CONC!'ZT SIDEWfaiC u1 I _SzE v
>" �'vL_'= S = l=tiS HOLLY \$ r - - o -- o
6 z I I 15 IN HEIGHT (MIN) c 4" THICK, 3000 P51 H05E y a \
o m, BROOM FINISH _.
SHUMARD OAK s BIBS EXISTING ASPHALT PAVEMENT
, N m I1 Q �'. 2" GAL (MIN.) \� w/ CONCRETE
i—� Q — LANDSCAPED w CURB AND GUTTER \ \ \
Z Z 14b.a3' AREA Q \
Z Q Z i g Cn SLOPE GRADE H05E SLOPE GRADE
O I w TO DRAIN AWAY \q BIBB TO DRAIN AWAY lG \
- I Q FROM BUILDING q� FROM BUILDING f� \
X
I Lu
N o SNG
F.F.E. = 386.0 i- I sQ
X PROPOSE2 ROOM ADDITION �Ii IsT F\�
i I ��6 REDS AT M�X. OCCUPANCY) ,_ I,I �1' EXISTING 80 BED NURSING FACILITY o ® I �\ °��°�9�\ 6)
11,858
\
11,858 S.F. ENCASEEXISTINry t /-1I? U)
-PIPE IN CONCRETE I ��I ;1� FINISHED FLOOR ELEVATION (F.F.E.) = 386.0 PLANTER �a e
to ' I I PHASE TWO \ , BENEATH ADDITION ' �' 28,338 S.F \ O
j I I NEW GONG. \ REMOVE EXISTING
d I I 51DENALK _ - 51DEWALK
DoEXISTING\ q� 2 ✓
EXISTING SIDEWALK EXISTING DOMESTIC 'F
pp EXISTING I WATERLINE
\ \
°lNEWI SPRINKLER I
_ 4 -HOUR FIREWALL_ i \
N - In t NEIN \ LINE EXISTING
EXISTING \ I PAVILION WATER METER W \ • \
FIRE HYDRANT SLOPE TO �., i _ _ z \
DRAIN 2
\
II I I �I� CD
z \
a \
REMOVE EXISTING EXISTING EXISTING Y� \
SIDEWALK CATCH BASI L_____ L=ANDSCAPED I�� acwi
_ _-- EXISTING SIDEWALK AREA
=s
SLOPE GRADE ---- ---- y Imo' �N \
TO DRAIN AWAY57<
\ I
iI FROM BUILDINGw<
50.0' 52.5' S.o' q.43' w 1 I i CA
I I`^6
EXISTING X:5 U _
AREA LIGHT (U�1
Q,� EXISTING � EXISTING
Y EXISTING FACILITY - �J FIRE HYDRANT AREA LIGHT i im
I 3
I 0 w
O _ -N
N it
Zto
SSEERVICE DRIVE CONCRETE
X E_ I$
wa
EXISTING SIDEWALK I NEWDGE NGLDRVEWAY
EXISTING SIDEWALK EXISTING TRASH EXIST]
R NG
D
W ENCLOSURE STORAGE
STORAGE
BUILDING BUILADDITION
�
ING
816 S.F. EXISTING
ELECTRICAL EMERGENCY EXISTING EXISTING
TRANSFORMER GENERATOR STORMWATER
34 0 DETENTION AREA I _
<zj 3
ro
1
I
ANCHOR BOLTS I L------- -------- — —1-------------------- -------- — — — — — — — -
15' SIDEYARD
iV3.
BUILDING SETBACK A L AROUND / / SOZ21'40'W 679.71'
ANCHOR 13OLTS AREA LIGHT POLE / / /
(PROVIDE BASE COVER) / BUILDING
EXISTNG 8" SANITARY SEWER
/ WITHIN 15' EASEMENT. �\ SINGLE STORY, 22' HIGH FLOOR TO RIDGE
FIN. GRADE / / SITE PLAN
ZONING
MF -18 WITH CONDITIONAL USE PERMIT. �� �L�I
vd
WITH LANDSCAPE PLAN
PARKING%l�1
SITE ACREAGE = 7.196 ACRES
0.382 ACRES IN R/W EXISTING (PHASE 1)
I" P.V.G. CONDUIT,
MIN. 24" BELOW GRADE GONG 5A5E = 6.814 ACRES (NET) PARKING REQUIRED = 80 BEDS/3 = 27 SPACE
b - #4 RODS WITH #3 TOTAL PARKING PROVIDED = 45 SPACE
TIES AT 12 O.G.
(43 STANDARD + 2 H/C ACCESSIBLE)
2'-0" NOTE:
FOR EXACT ANCHOR BOLTS REGUIRED
DETAIL SEE POLEM176. SPECIFICATIONS
SCALE : 3/8" = 11-0"
AREA LIGHT FIXTURE
MATCH EXISTING FIXTURES
REVISED (PHASE 2)
PARKING REQUIRED = 140 BEDS/3 = 47 SP
TOTAL PARKING PROVIDED = 69 SP
(67 STANDARD + 2 H/C ACCESSIBLE)
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