SW8950506_Approved Plans_20180627

� c1~t cam
PrCVT FIIlemT
&WRIK Q9 e PINM TOW -ACE
a �
2300 SP. 49 9E/1T5
0 EVENT g� E II
PWPIT K-ANTM
SoiO �.
SITE PLAN (PROJECT WORK AREA) y�
SCALE: 1" = 20' d'Q�
0 20 40
GRAPHIC SCALE In feet: 1 inch - 20 ft.
I
i
I
~I
I
I
q
p
p p
0 Comm
Tr6PE
AI]
--------- — — — — — — — —
z� 1
oo,
2~
2�
LAWN
to
2'
1
2•'
2h�
p
2�.
z�
1
P
Fb
2�l
P
�b
eA
41
PROIVM Et"ATM
Vwx W W. AC<Z%
DOOR
L n
ROOF 1�?,Ge
<%
55.96' J� 2
j O♦ `EXIST CONCRETE
' ,I ��•• 1.� ,
O ` REPLACECOMPLETION.
CONTRACTOR •
MAINTAIN
�11111�� W.
lu�lt���>t�
Illi�i�i�i�■►
�a
;� - � ram- •
FLOORFINISH
O . ' • .:: 1
6 CORRUGATED PVC
r
on
x1r\7LI 1�
MIT OF DISTURBANCE
TEMPORARY SILT FENCE
j�
�j
Mill,
11
p
X�.
b
TEMPORARY
g TREE
a PROTECTION
(T )
A
%2 O
0
4
,o
q p32
P
0
GRADING, EROSION CONTROL, AND STORMWATER PLAN
SCALE. 1 = 20 O ,
0 20 40
GRAPHIC SCALE in feet: 1 20 ft.
VI CI NTY MAP
N.T.S.
SITE DATA
DEVELOPMENT NAME:
COUNTRY CLUB OF LANDFALL-NICKLAUS I
STREET ADDRESS:
800 SUN RUNNER PLACE
WILMINGTON, NORTH CAROLINA 284DS
NEW HANOVER COUNTY TAX PARCEL
R05100-002-014-001
IDENTIFICATION #(PARID):
ALT ID 316817.12.2151.000
TOTAL SITE ACRES
198.75 ACRES
ZONING DISTRICT(S):
R-20
CLASS:
COM-COMMERCIAL
CAMA CLASSIFICATION
WATERSHED RESOURCE PROTECTION AREA
CAMA LAND USE CLASSIFICATION
DEVELOPED
MUNICIPAL AREA:
WM
FLOOD ZONE.-
(ZONE X) MINIMAL FLOOD RISK
WETLANDS:
N/A
CLIENT (Owner or Developer):
COUNIRY CLUB OF LANDFALL
Name(s)
JESSI REUTTER
Address-
800 SUN RUNNER PLACE
WILMINGTON, NC 28405
Telephone: FAX:
910-256-8411
E-Mail Address:
jessi.reuttera►countrycluboflandfall.com
CONSULTANT/AGENT (Person to contact)
^ DAVID E. CRISER
Address:
3809 PEACHTREE AVE., SUITE 102
WILMINGTON, NC 28403
Telephone: FAX:
910-397-2929 / 910-397-2971
E-Mail Address:
dcriserOcttengineering.com
EXISTING BUILDINGS
3
PROPOSED BUILDINGS
0
TOTAL SITE BUILDINGS
— 3
MAXIMUM ALLOWABLE BUILDING HEIGHT
35 FT
TALLEST EXISTING BUILDING
26 FT
TALLEST PROPOSED BUILDING
UNCHANGED
EXISTING BUILDING AREA
30,510 SF
PROPOSED BUILDING AREA
3,500 SF
TOTAL BUILDING AREA _. 34,010 SF
REQUIRED YARD SETBACKS
FRONT:
30'
SIDE:
15'
CORNER:
20'
REAR:
25'
YARD SETBACK AREA
FRONT:
339'
SIDE:
50'
CORNER:
212'
REAR:
313'
PARKING:
EXISTING:
238
PROPOSED:
0
L E G E N D
- —O--G—
TEMPORARY SILT FENCE
INLET PROTECTION
LIMIT OF DISTURBANCE
SD
STORM DRAIN
DS
ROOF DOWNSPOUT
FE
FINISHED ELEVATION
FFE
FINISHED FLOOR ELEVATION
INV
INVERT
(E)
EXISTING
C.O. e
CLEAN OUT
GRAVEL PATH
MREPAVED
AREA
DISTURBED AREA: 6,625 SF
FOR REVIEW
NOT FOR
CONSTRUCTION
�aMMA
Public Services • Engineering Division
APPROVED STORMWATER MANAGEMENT PLAN
Date: Permit #
Signed:
Approved Construction Plan
Name Date
Planning
Traffic
Fire
x �c1.
,z 1u elf a
� Z �
OH
I
FOE
1—tS m �N
�Z Of+1�41Z
CS
�J 5 cC!M6sr
NZM MCD
0 CD
:3
Q
M
M
W
LU
3
z
aI-
I
J
LL
Q
ZW
w
D
4-0
T
.L. Lo
O
00
N
J Z
UV w0
U x
�� QQ
J U
fr D cr_�
F WO
zz
zz
xO
Z i---
O
0 V) z
LLJ �jc)�
7) Ey, O 0z a0�
W ¢ oo
SEAL
o111111111J.I
QtH CARO '%,,
9• "
SEAL •
GINE
�980N H11M0'.w�`�.
DESGNM BY: DEC
MAYS Br H WL
aumm coNTRoI: DEC
SCALE: NOTED
FLE WAMM 8014.00
DAM 11-22-17
SITE
PLAN
SHEET NUMBER:
C2

MIN. 12-1/2 GA.
INTERMEDIATE
WIRES o
Z
w
--- NOTE
5' 0" STEEL POST
a
00
N
STEEL POST
WIRE FENCE
FILTER MEDIA EXXON
GTF 100E OR
APPROVED EQUAL
3:
i
`MAUKI-ILL & I:UMt Al:i
U MIN.8" TRENCH AFTER
PLACING FABRIC
INDICATED ON PLAN AS:
NOTES:
1.) WIRE FENCE SHALL BE A MIN. OF 32" IN WIDTH AND SHALL
HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY SPACING.
BOTTOM PORTION OF WIRE FENCE SHALL BE BURIED 6'.
2.) FILTER FABRIC SHALL MEET OR EXCEED 150 LBS. GRAB
TENSILE (ASTM-D-1682), 180 PSI. BURST (ASTM-D-2263)
AND 70 ON COE E.O.S. TEST.
3.) STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE
SELF -FASTENER TYPE.
4.) STEEL POSTS FOR SILT FENCE SHALL BE NO WIDER THAN
8' APART O.C. WITH WIRE BACKING.
5.) CONTRACTOR TO FIELD LOCATE AS NECESSARY TO CONTROL
SURFACE EROSION.
TEMPORARY SILT FENCE
SCALE: N.T.S.
STANDARD METAL POSTS 2'-0" IN GROUND.
4' MAX. SPACING BETWEEN POSTS.
GALVANIZED HARDWARE WIRE - 19 GAUGE
MIN. AND 1/4" OPENINGS. EXTEND FROM
TOP OF BOX TO A HEIGHT OF TWO FEET.
-t57 WASHED STONE PLACED TO A HEIGHT
F 16" MIN. ABOVE TOP OF BOX AND
HAVE AN OUTSIDE SLOPE OF 2:1 OR
FLATTER.
�boo`co000�om-0o0ck°u 000 -&6(90 0°00 0°0o°0 0-8w -
INLET PROTECTION DETAIL
SCALE. N.T.S.
NOTE:
THE CRITICAL ROOT ZONE (CRZ) OF A TREE
IS WHERE THE MAJORITY OF A TREE'S ROOTS
LAY. 85% OF MOST TREE ROOTS ARE FOUND
IN THE TOP 24" OF THE SOIL AND SUPPLY
THE MAJORITY OF NUTRIENTS AND WATER.
GENERALLY, ROOTS SPREAD OUT 2-3X THE
HEIGHT OF THE TREE. /
CRZ
3' M
_T
' MAX
NOTE:
CROWN OF THE TREE IS NEEDED FOR LEAF
GROWTH TO PRODUCE OXYGEN, FILTER
THE AIR, REDUCE WIND AND SOFTEN NOISE.
DO NOT DISFIGURE CROWN WITH
INTENSIVE PRUNING.
ORANGE SAFETY FENCE
OR ORANGE SILT FENCE
(TYPICAL)
NOTES:
1. PROTECT CRITICAL ROOT ZONE (CRZ) OF TREES PRIOR TO CONSTRUCTION. CLEARLY
MARK THE TREES AND ERECT A PROTECTIVE BARRIER AT THE CRZ. BARRIER
SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
2. CRZ RADIUS IS 1 FT PER INCH OF TREE DIAMETER AT BREAST HEIGHT (DBH).
3. IF CONSTRUCTION OCCURS WITHIN THE CRZ, AT LEAST 12" OF MULCH AND/OR
LOGGING MATTS SHALL BE PLACED WHERE MACHINERY MANEUVERS TO REDUCE SOIL
COMPACTION IN THIS ZONE.
4. WHERE SIDEWALKS AND PATHWAYS PASS WITHIN CRZ, EXTRA CARE SHALL BE TAKEN
TO AVOID DAMAGE TO THE ROOTS. ALTERNATE CONSTRUCTION METHODS, SUCH AS A
REINFORCED SIDEWALK, SHALL BE IMPLEMENTED AS NECESSARY.
5. FOR ALL TREES, CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE
OF THE TRUNK IS PROHIBITED. DO NOT COMPACT SOIL BENEATH TREES. NO
VEHICLE SHALL BE ALLOWED TO PARK UNDER TREES. NO MATERIALS OR
EQUIPMENT SHALL BE STORED BENEATH TREES. DAMAGING THE BARK WITH
LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE IS PROHIBITED.
CONTRACTOR SHALL REPAIR DAMAGE TO TREES.
6. FAILING TO INSTALL OR MAINTAIN PROTECTION MEASURES SHALL RESULT IN A STOP
WORK ORDER AND FINE OF $500/DAY. DISTURBANCE OTHER THAN THAT ALLOWED
ON THE APPROVED PLAN WILL REQUIRE OWNER TO POST A LETTER OF CREDIT FOR
3 YRS FOR TREE MITIGATION.
STANDARD DETAIL GTON DATE: JAN, 2015
TREE PROTECTION°
DRAWNBY JSR CITY SF WILMINGTON ENGNEERING
DURING PO B X 1810
CHECKED BY RDG,P.E. WILMINGTON, NC 28402
CONSTRUCTION [phone]
SCALE NOT TO SCALE SHEET 1 of 2 SD 15-09
TEMPORARY SEEDING SPECIFICATIONS
LATE WINTER AND EARLY SPRING (FROM NC EROSION & SEDIMENT CONTROL DESIGN MANUAL - TABLE 6.10A)
SEEDING MIXTURE
EPE. IES1 .RATE (LB&QRE) 1011000 FTC
RYE (GRAIN) 120 2.75
ANNUAL LESPEDEZA (KOBE IN 50 1.15
PIEDMONT AND COASTAL PLAIN,
KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE.
SEEDING DATES:
MOUNTAINS ----- ABOVE 2500 FEET. FEB. 15 - MAY 15 BELOW 2500 FEET: FEB. 1- MAY 1
PIEDMONT ------ JAN. 1 - MAY 1
COASTAL PLAIN --- DEC. 1 - APR. 15
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 2,000 LB/ACRE (45.9 LB/1000 SQ FT)
GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 750 LB/ACRE
(17.2 LB/1000 SQ FT) 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB/ACRE (91.83 LB/1000 SQ FT) STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
SUMMER (FROM NC EROSION &
SEDIMENT CONTROL DESIGN MANUAL - TABLE 6.10B)
SEEDING MIXTURE
SPECIES 1
RATE (LB CREl (ILB/1000 Fh)
GERMAN MILLET
40 0.92
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT
A RATE OF 50 LB/ACRE.
SEEDING DATES:
MOUNTAINS ----- MAY
15 - AUG. 15
PIEDMONT ------ MAY
1 - AUG. 15
COASTAL PLAIN --- APR.
15 - AUG. 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF
SOIL TEST OR APPLY 2,000 LB/ACRE (45.9 LB/1000 SQ FT) GROUND
AGRICULTURAL LIMESTONE AND
750 LB/ACRE (17.2 LB/1000 SQ FT) 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB/ACRE (91.83
LB/1000 SQ FT) STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING
TOOL
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT
FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER
DAMAGE.
FALL (FROM NC EROSION &
SEDIMENT CONTROL DESIGN MANUAL - TABLE 6.10C)
SEEDING MIXTURE
SPECESj
RYE (GRAIN)
RATE (LB/ACRE) (LB11000
120 2.75
SEEDING DATES:
MOUNTAINS ----- AUG.
15 - DEC. 15
PIEDMONT ------ AUG.
15 - DEC. 30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF
SOIL TESTS OR APPLY 2,000 LB/ACRE (45.9 LB/1000 SQ FT) GROUND
AGRICULTURAL LIMESTONE AND
1,000 LB/ACRE (22.9 LB/1000 SQ FT) 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB/ACRE (91.83
LB/1000 SQ FT) STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING
TOOL
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE (1.15 LB/1000 SQ FT)
OF NITROGEN IN MARCH. IF IT
IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED
WITH 50 LB/ACRE (1.15 LB/1000 SQ FT) KOBE (PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS)
LESPEDEZA IN LATE FEBRUARY
OR EARLY MARCH.
t
c i
SIDE VIEW
POST
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER PLASTIC OR
WARNING SIGN WIRE TIES
®❑ ❑ ❑ ` TR E PROTECTION EA ❑ ❑
® ❑ ❑ ❑ r� ZONAONOT ENTER PROTECTORA PARA ❑ ❑
®❑ ❑ ❑ rl LES
PROHIIB DO LOS E NTRAR ❑ ❑
❑❑(JLJLiLiI ILJUL-f ❑ GRADE
ICJ ❑❑❑❑❑❑❑❑ ❑ i
ORANGE, UV RESISTANT
HIGH - TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
FRONT VIEW
RNING SIGN
)RANGE, UV RESISTANT
IIGH - TENSILE STRENGTH
'OLY BARRICADE FABRIC (TYPICAL)
40"
TREE PROTECTION AREA
DO NOT ENTER
ZONA PROTECTORA PARA 18
LOS ARBOLES
PROH11300 ENTRAR
NOTES:
1. THE TREE PROTECTION FENCING SHALL NOT BE VIOLATED FOR THE ENTIRE
DURATION OF THE PROJECT WITHOUT APPROVAL FROM URBAN FORESTRY STAFF.
2. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. LETTERS T C.
BE 3" HIGH, MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EAC-'
END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. FOR TREE
PROTECTION AREAS LESS THAN 100' IN PERIMETER, PROVIDE NO LESS
THAN TWO SIGNS PER PROTECTION AREA.
4. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. MAINTAIN TREE
PROTECTION FENCE AND SIGNS THROUGHOUT DURATION OF PROJECT.
5. TREE PROTECTION FENCING AND SIGNAGE SHALL BE REMOVED AFTER CONSTRUCTION.
6. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF WILMINGTON, BASED ON ACTUAL
FIELD CONDITIONS.
STANDARD DETAIL
R�lp
GTON
DATE: 2015
JAN,
TREE PROTECTION
DRAWN BY J5R
DURING
CITY OF WILMINGTON
PO BOX 1810
ENGINEERING
CHECKED BY RDG, P.E.
CONSTRUCTION '
28402
[phone]
SCALE N OT TO SCALE
SHEET 2 of 2
SD 1 5-09
PERMANENT SEEDING SPECIFICATIONS
FALL AND EARLY SPRING (FROM NC EROSION & SEDIMENT CONTROL DESIGN MANUAL - TABLE 6.11 P)
SEEDING NO. 1 CP FOR: WELL TO POORLY DRAINED SOILS WITH GOOD MOISTURE RETENTION; LOW MAINTENANCE
SEEDING MIXTURE
SPECIES 1 BATE (LB/ACRE) (tELL0o FI2)
TALL FESCUE 80 1.84
PENSACOLA BAHIAGRASS 50 1.15
SERICEA LESPEDEZA 80 0.69
KOBE LESPEDEZA 10 0.23
SEEDING NOTES:
1. FROM SEPT. 1 - MAR. 1, USE UNSCARIFIED SERICEA SEED.
2. ON POORLY DRAINED SITES, OMIT SERICEA AND INCREASE KOBE TO 30 LB/ ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB/ACRE.
NURSE PLANTS:
BETWEEN APR. 15 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ ACRE SUDANGRASS.
PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 LB/ACRE RYE (GRAIN).
SEEDING DATES: BEST POSSIBLE
EARLY SPRING: FEB. 15 - MAR. 20 FEB. 15 - APR. 30
FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000-5,000 LB/ACRE (68.9-114.8
LB/1000 SQ FT) GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000
LB/ACRE (22.9 LB/1000 SQ FT) 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB/ACRE (91.8 LB/1000 SQ FT) GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, ROVING, OR BY CRIMPING WITH A MULCH
ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE:
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO SOIL TESTS OR
TOPDRESS WITH 500 LB/ACRE (11.5 LB/1000 SQ FT) 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA
IS OMITTED FROM THE MIXTURE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
REFER TO APPENDIX 8.02 FOR BOTANICAL NAMES.
LATE SPRING AND EARLY SUMMER (FROM
NC EROSION & SEDIMENT CONTROL DESIGN MANUAL - TABLE 6.11T)
SEEDING NO. 5CP FOR: WELL -DRAINED SANDY
LOAMS TO DRY SANDS; LOW MAINTENANCE
SEEDING MIXTURE
SPECIES 1 RATE (LB/ACRE)
(1.0 f 1000 FM
PENSACOLA BAHIAGRASS 50
1.15
SERICEA LESPEDEZA 30
1.69
COMMON BERMUDAGRASS 10
0.23
GERMAN MILLET 10
0.23
SEEDING NOTES:
1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA.
2. USE A COMMON BERMUDAGRASS ONLY
ON ISOLATED SITES WHERE IT CANNOT BECOME A PEST.
BERMUDAGRASS MAY BE REPLACED WITH 5 LB/ACRE CENTIPEDEGRASS.
SEEDING DATES:
APRIL 1 - JULY 15
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO
SOIL TESTS, OR APPLY 3,000 LB/ACRE (68.9/1000 SF FT) GROUND
AGRICULTURAL LIMESTONE AND 500 LB/ACRE (11.5/1000 SQ FT) 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB/ACRE (91.8 LB/1000 SQ
FT) GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH ANCHOR BY TACKING WITH ASPHALT,
ROVING, NETTING, OR BY CRIMPING WITH A MULCH ANCHORING
TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE:
REFERTILIZE THE FOLLOWING APR. WITH 50
LB/ACRE (1.15 LB/1000 SQ FT) NITROGEN. REPEAT AS GROWTH
REQUIRES. MAY BE MOWED ONLY ONCE A
YEAR. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA
AND MOW AS OFTEN AS NEEDED.
REFER TO APPENDIX 8.02 FOR BOTANICAL NAMES.
FILLr ,. _..
FILLED EXPANSION JOINT
�i 1 /2„
SECTION A -A
CONTROL JOINT
SECTION B-B
1 /4"
NOTES: I. JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT STANDARDS.
2. SANITARY SEWER CLEAN -OUTS, WATER DETERS, MANHOLES, AND VALVE LIDS TO BE
LOCATED OUTSIDE SIDEWALK WHERE FEASIBLE.
3. MINIMUM S DEWALK WIDTH TO BE 6' MINIMUM IF PLACED AT BACK OF CURB.
4. CONCRETE FOR ALL SIDEWALKS (EXCEPT ANY PORTION CONTAIN WrMIN A ORNEWAY
APRON) SHALL BE CLASS "A" - 3,000 PSI,
5. MINIMUM REPLACEMENT FOR REPAIRS IS A 5' X 5' PANEL
6. 4' STONE BASE MAY BE REQUIRED FOR POOR SOIL CONDITIONS
7. MINIMUM DEPTH FOR TUNNELING BELOW SIDEWALK IS 12"
S. MAX ADJACENT GRO,IND SLOPE WITHOUT RAILING IS 2:1
9_ MIN GRADE FOR PROPER DRAINAGE IS 1% IN AT LEAST 1 DIRECTION_ MAX CROSS
SLOPE IS 2X I61AX LONGITUDINAL SLOPE IS 8.32, 10% IF LIMITED BY EXISTING
CONDITIONS, OR NO GREATER THAN
THE SLOPE OF THE EXISTING ADJACENT ROAD.
DATE: OCIOBEB, 2010
cUBc>ED: WC
SCALE NOT To SCALE
STANDARD DETAIL
SIDEWALK
JOINT
T
5'
cm• of f VMS 1 �J l V
ICOBT'H CAROLtAi�
CITY OF WILMINGTON ENGINEERING
PO BOX 1810
WLMN%ljTGN KC. 28402
[phone]
SD 3-10
CONSTRUCTION SEQUENCE:
1. REQUEST PRE -CONSTRUCTION CONFERENCE WITH COUNTY EROSION INSPECTOR.
2. INSTALL SILT FENCE AND TREE PROTECTION.
3. COMMENCE GRADING OPERATIONS.
4. STABILIZE ALL DISTURBED AREAS AS SOON AS FINAL GRADES ARE ESTABLISHED.
5. REMOVE TEMPORARY CONTROL DEVISES (SILT FENCE, ETC.) ONCE PERMANENT
VEGETATIVE COVER IS ESTABLISHED.
GRADING NOTES:
1. INITIATE CONSTRUCTION SEQUENCE BEFORE BEGINNING CLEARING AND GRADING
OPERATIONS.
2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION
BEYOND GRADING LIMITS.
3. STRIP TOPSOIL TO FULL AREAS TO BE GRADED AND STOCKPILE OR REMOVE
FROM SITE.
4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY.
5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO STEEPER
THAN 3:1 SLOPES.
6. OPERATOR SHALL VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED
GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN.
EROSION CONTROL:
1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A
VIOLATION AND IS SUBJECT TO A FINE.
2. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING
IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
SEQUENCE SHOWN ON THE PLAN. ALL GRADING SLOPES MUST BE SEEDED AND
MULCHED WITHIN 21 CALENDAR DAYS OF COMPLETION OF GRADING. ALL FLAT
AREAS ARE TO BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS.
3. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY FIELD INSPECTOR,
ENGINEER, AND OWNER.
4. IF ACTIVE CONSTRUCTION CEASES IN ANY SLOPED AREA FOR MORE THAN 21
CALENDAR DAYS OR 15 WORKING DAYS IN FLAT AREAS, ALL DISTURBED AREAS
MUST BE SEEDED, MULCHED, AND TACKED, UNLESS WRITTEN APPROVAL IS
GRANTED BY THE EROSION CONTROL INSPECTOR.
5. IF ACTIVE CONSTRUCTION CEASES FOR 21 CALENDAR DAYS DURING GRADING
OPERATIONS. ALL DISTURBED AREAS, INCLUDING DITCHES MUST BE SEEDED,
MULCHED, & TACKED, UNLESS WRITTEN APPROVAL IS GRANTED BY THE
EROSION CONTROL INSPECTOR_
GROUND STABILIZATION REQUIREMENTS
Site Area Descri tion
Stabilization
TNmeframe Exceptions
Perimeter dikes, swales, ditches, and slopes
7 days
None
High Quality Water HQW Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less
in length & are not
steepper than 2: 1.
14 da are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater
than 50' in length.
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters
and HOW Zones.
MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS
WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE AND TREE
PROTECTION FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE.
THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
3. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN
A VIGOROUS, DENSE VEGETATIVE COVER.
SITE NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE THEMSELVES
WITH FIELD CONSTRUCTION CONDITIONS.
2. BORROW MATERIAL- ALL BORROWED MATERIAL MUST COME FROM A
LEGALLY OPERATED MINE OR OTHER SOURCE APPROVED BY THE STATE.
3. CLEARED, GRUBBED, STRIPPED, OR EXCAVATED SPOIL SHALL BE
REMOVED FROM THE SITE OR USED IN LANDSCAPED ISLANDS.
NOT TO SCALE
AS RFO'n_
II FOR REVIEW
NOT FOR
CONSTRUCTION
Crry OF
aTON
AROUNA
Public Services • Engineering Division
APPROVED STORMWATER MANAGEMENT PLAN
Date: Permit #
Signed:
Planning
Traffic
Fire
Approved Construction Plan
Name Date
MA
W to V i - O ei
ZIX OMZ W O .� K UG Q
id..Zto000' f .2 &.-.
N :�11 m
dZ>VNtiG�
i- a m CF C! C4 = =
O Z ,aa, c r- rz 2Z
Ix_j COMt���
c+ O _
U) Z
�vW 3
M 3 U.
J
J
UL
0
Z W
D
4U
0T
i 0
o
00
CV
j J <z
UU Z
J
w O
U X
�0
W Q
J U
O_ _
(Y ~
W 0
Z 0
ZzZ
X
:) V Z O 0
� U
t- 0i (n Z
w UJ05
UZ o003:
CL <C
3E&
�j31128ft�qpf
b
,;'?OAF H„W►���.�`
DmGNED BY: DEC
oRaviti BY. HWL
ouAuTY coNTROL: DEC
SCALE: NOTED
FIE NUS: 8014.00
DATE: 11-22-17
CIVIL
DETAILS
SHEET NUMBER:
C3

K23mm=j*kR"
IMPERVIOUS AREA REVIEW PLAN
SCALE. I = wo
0 30 w 6Ram.
I REFERENCE SURVEY BY.
F GEOINNOVATION, PC
GRAPHIC SCALE in feet- 1 inch = 30 ft DATED 06/02/17
v CL
RECEIVE
JUN 15 2017
OWNERSHIP:
COUNTRY CLUB OF LANDFALL
ADDRESS:
800 SUN RUNNER PLACE
WILMINGTON, NORTH CAROLINA 28405
PID: R05100-002-014-001
ZONING- R-20—RESIDENTIAL DISTRICT
CLASS: COM
LAND USE CODE: 798—RECREATIONAL (PRIVATE)
BOOK & PAGE: BKO05872 PGO01 164
IMPERVIOUS AREAS
ERE—DVALQMENT EQU--DEVELOEMENI QIFFERENCE
BUILDING 6.040 SF 12,139 SF 6,099 SF
CONCRETE 25,695 SF 18,932 SF 6,763 SF
TOTAL 31,735 SF 31,071 SF — 664 SF
PRE —DEVELOPMENT AREAS BASED ON PLAN SHEET Cl & C2 BY
ESP ASSOCIATES, P.A.; DATED 3/10/06 FROM APPROVED PLAN
IN NCDENR FOR SW8 950506.
BASED ON SURVEY BY GEOINNownON, PC; DATED 06/02/17.
N
w 0 Tq
t
z 0
z w:= 0.d x u9
.
X=
C4
ze 'ium'H
< Z > C-4 rM� I JS
w CD ISE
ccveZ
op-ummve
CC_j= cv)MUE
(0)
w 9=mm-3�m
cc E
m m
Lu uj
z
0 z
M m
J
LL
ZW
it
Lu D
> 0
w 0 1 U.)
a: A"k 0
LLj It
00
CA
LIJ D
j j
z
CC
< 0
LLI
< <
Vj _j 0
D CL
0 Ld
Z 0
> z z z
a: kgo xz
'I.A. 0
w
6:D
CLOO Oz
0 (0 1
La Ld 0
D2 X C)
0 z 0003:
w 0
CL <

2
v
LN
A�
RISING 7I CT
SITE
VICINITY MAP
NOT TO SCALE
REMOVE EXISTING CONCRETE
CURB AS NECESSARY /
TO WIDEN GOLF CART
PATH SEE SHEET C2 / / I
LANDING
TO BE REMOVED
//
SIGN
Wv
WETLANDS
LAKE
'LANDING
A7- G 79
WOOD RAIL
SIGN
19.
RAMP
A.C. UNITS
WIDE BRI WALL I
�' /
GRASSED AREA / 1 / / '1•04 / \ 4
SIGN \
o�
q;V
10, $21.65 1$7.95 121.86,$21 72
GRASSED AR/KWALL
2
► 213 �42 -$2246 $2216
GRASSED AREA
1.5' WIDE BRI
10. 1001 1$22.61 1$269 1�2261 225
--- -
i- - - - -� 1 '$P262 1272 _$226
- - - - --�
COVERED PATIO
fI r------------
I
__J
I
L-�
1 STORY BRICK BUILDING
F.F. Elev: 24.57'
.5' WIDE BRICK WALL
RICK PATIO
- - - - - -� GRASSED AREA
I�
I
I
AIR HANDLER
OVERHANG
r- -GM C.
TRANSFORMER PAD
TRASH COMPACTOR
IC
.10
-GY
1.07 //� 1 4 � � � \G .�.. LOADING .
_J I ----- I---------�--- DF DOCK
CARPORT<.
1.5' WIDE BRICK WALL \\
\'CMG 1.5' WIDE BRICK WALL WITH
I �\
+23 24•2s \ CHAIN LINK \ < FENCE ON TOP
/ / JT \\eJ / / // _ NN rL - - - -==►� 4 GRASSED AREA
/ i 4.08
/ / i (✓ %- / I III : ( I ��� I 3 //O
77
88 e; + \ �\/ / / \gip \D, \ J Al\\\
f
/ \ 1.5 WIDE BRICK WALL
\ `•
�.s3 -�c III GRASSED AREA �\
Q / % \ GRASSED AREA
RIM-20.60 \� z.s3 2g8 �- _ �� \\\ 34s Ghfi4 C,.
INVERT=18.26 r'Q\\ �/ \\ \ \\\
\ / RIM=21.36
QL
/ INVERT=15.45 \\ - - \ �.
30 \\.
<; y 22 27 W i 2
3,45
n RIM=17.28
f2244 +226s �� . �'j P INVERT=14.92
V
�
/AP
4-23
/ ` 011$22.09 CS
EDGE OF\.
\ / +_2 PAVEMENT \ /i
o/ ,,P / rS\, Q // 111 c 111 =17.71
� .• a / SCORE BOARD R � 1•
EXIST. LIFT STATION 4. \. - c �� \ 2 ss �''// m i INVERT=14.72
RIM 21.24 fz3.47,y,\`� / TO BE, REMOVED AND A �� �-/ �� r ii
INV. IN 16.97 �\ pN j RELOCATED SEE
INV. OUT 18.59 �\ : o`.. . �GP�j ARCHITECTURAL DRAWINGS.
BOTTOM 15.18 \'/\ //
�I
PQP91p/ +21•34 � �-lll. III
Q I
/ BAG DROP RIM=21.06
0 TO BE REMOVED AND INVERT=13.87 j
RELOCATED SEE �h / c
ARCHITECTURAL DRAWINGS rri
/ RIM=21.06 _ SIGN �
m
INVERT=13.87 n
BACK OF CURB
GRAPHIC SCALE
( IN FEET )
1 inch = 30 ft.
BENYOU ac
!o S P
800-62-4949
An uv No /
NOR o
NC GRID RNAD 83)TO
Legend
GM
D4
GAS METER
®
BRICK
COLUMN
D_
DROP
INLET
WV
WATER
VALVE
®
CATCH
BASIN
15" RCP
REINFORCED CONCRETE PIPE
lu
FLAG POLE
N
ELECTRIC BOX
BOLLARD
©
GREASE TRAP
ICv
IRRIGATION CONTROL VALVE
Z
WATER PUMP
FIRE HYDRANT
-UGELE�-
UNDERGROUD ELECTRIC WIRE
©
CLEAN OUT
14
SPRINKLER HEAD
LANDSCAPE LIGHT
LIGHT POST
0
ASPHALT AREA
CONCRETE AREA
CONCRETE AREA TO BE REMOVED
+ 22.45
SPOT ELEVATION
GEOTECHNICAL BORING
NOTE.•
1. EXISTING U77L1 TIES, LE. ELECTRIC BOXES, SPRINKLER
HEADS, LANDSCAPE LIGHTS, ETC., TO BE RELOCATED AS
REQUIRED FOR CLUBHOUSE RENOVATIONS.
API 1b(Q
PROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
ti
W
U
1
1
MAP 2 2 2006 �
DIV SIN F AT QU ITY � � &-) J 6) - Aa--X�
FINAL DESIGN
NOT RELEASED FOR
CONSTRUCTION
This drawing and/or the design shown are the
property of ESP Associates, P.A. The reproduction,
alteration, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
ESP Associates, P.A.
0
Z
SIT
V
Q
O
Q
9.
y
�-tv-
0 0
J ^II �m�om r `I

4' &
LN
A�
CT
a
SITE
VICINITY MAP
NOT TO SCALE / / / V
RETAINING WALL ' ' /
rr,
(BY OTHERS) / � � �I / / iCC J + +21.9
i l / TEMPORARY SILT ► ► ► 21.g5 s +2 1.g6 +2172
FENCE
LIMITS OF DISTURBANCE GRASSED AREA
(TYP) 10, +22.13 +22.42 +22.46 +22.1
E
TEMPORARY SILT FENCE / / / J
GRASSED AREA
TO BE L 0CA TED 5 °
/ MIN. OFF -WETLANDS
` / ► +22.61 +22.69 +2281 +22.25
J / WETLANDS I I
-_-
- _ fi " INV. 13. 0$ � 1- +- s2 +2z.72 +22. s
V. A------------s
- 1.�--=--L-
2" IN15.5t , '' } l . TAP ROOM - � r --� �
®� / - 6" RD F.F. 24.6 I I COVERED PATIO �-
LAKE ��io � - - - +
EXIST. CONCRETE AS NECESSARY83MEN'S
----�
I L_I
�....�. J
I I
SAWCUT
TO INSTALL SANITARY SEWER, RESTORE TO
19 TH
+
LIFT STA TION(SEE DETAIL)
i / j
ORIGINAL CONDITIONS. (TYP) 18
_- /
♦
I
1000 GAL. GREASE TRAP (SEE DETAIL) L -1- - - - - - -
GRASSED AREA
FAIR HANDLER
r- -
t�
I
�� I N�t�*
---J
"J
INV. 16.6 r- -�-- - 7g- - - - - - - - -.07
r-
1
+2 ��� -
' \� SER`�GR�(i tk S J 16 5 ���' +21.30 _ - - Ar
�\ 4
+�20:58
LIMI TS OF / \ \ S O�\� 2� oo �pP
DISTURBANCE ,-(TYI?} 4. 2 2�
\ e 1
20. �GT F F • �S�\\�GNJ ���\F `� ��
\
/V. v 12" R.C.P \\\
y
RIM
7 INVERT=18.26 '\
�►+21.3 �21 j \\
6"SSCO le-RIM=21.36 C10A
INV. 18.6 i INVERT=15.45 \\
r �'22.27
MATCH EXISTING :CONCRETE
\ V �\ 23•01 SIDEWALK GRADE
EXIST. LIFT STATION \
RIM 21.24 +23.47- u�
INV. IN 16.97 Gp�\%
INV. OUT 18.59 �O
BOTTOM 15.18
O` QQRO/
6" INV. 18.56f , Pj
FIELD VERIFY \
4"SSCD / A-7, +1934 1 \� 1 STORY BRICK BUILDING
INV. 16.1 / \ �. I F.F. Elev: 24.57'
CO 6
74.7 r i I 4 "SS SERVICE ® 1. 09,, MIN.
+2o.i3 O 9. s I (MIN. 3' BURY)
A.C. UNITS - �° `� 4"SSCO NEW CB
INV. 15.8 � I RIM 19.5
+ p C- I I INV. 16.3
o
-�� .4 / 4 P 1 0.69
GRASSED AREA / '�� S�-1 E CB .1
/ � M\N R0 2� .5 RIM 21.0
CARPORT
/
�
24.25 +23. 4
+23.82
+24 08
+�3"32 \\�
N,
\\ \ III I GRASSED AREA �\
GRASSED AREA23-55
I +2384 \\\
M
+22:5\ +22>98 - �/ �� \ 6
3
231j
23.c()+23.09
�\
+23.45
+231 p
0 / PROPOSED 3 WA 7FR SERVICE
(MIN. 3' BUR Y)
\ PROPOSED 6" FIRE SERVICE
�- (MIN. 3' BURY)
+22.44 *?2.65Nb
22.o
9 Ill
FnGF nF
�-- MATCH EXISTING CONCRETE
SIDEWALK GRADE
SAWCUT EXIS77NG ASPHALT/CONCRETE AS
NECESSARY TO INSTALL WATER SERVICES
RESTORE TO ORIGINAL COND177ONS
RIM T21.06
INVER i=13.87 , lz-/�
RIM=21.06 -
INVERT=13.87
BACK OF CUR
RIM=17.28
INVERT=14.92
rruxc.0
GRAPHIC SCALE BWYIN DIG
-_ 0 15 30 60 120
I STOP
(W FEET ) 800-632-4949
VOW UI11fY MNIAGE/
1 inch = 30 ft. A
NcRIVO� ORIO (0R(NAD iC
83)T0
M ►. d
TRACT AREA 89. 38 ACf
(PART OF GOLF COURSE INCLUDED IN TRACT AREA)
DISTURBED AREA
ZONING
LAND USE CLASSIFICATION
GROSS BUILDING AREA
EXISTING BUILDING
PROPOSED BUILDING
TOTAL
TOTAL BLDG LOT COVERAGE
(0.94 / 89.38 X 100)
0.64 AC
R-20
DEVELOPED
33, 315 SF/0.76 AC
7,435 SF/0.17 AC
40,750 SF/0.94 AC
1.059
W
IMPERVIOUS AREA (PRE -REDEVELOPMENT)
BUILDINGS
39, 200
SF
CONCRETE
51,400
SF
IMPERVOUS AREA (REDEVELOPMENT)
BUILDINGS
9,060
SF
CONCRETE
830
SF
IMPERVIOUS AREA (TO BE REMOVED
CONCRETE
10, 360
SF
IMPERVIOUS AREA (AFTER REDEVELOPMENT)
EXISTING BUILDINGS
39,200
SF/0.90 AC
EXIST7NG CONCRETE
41,040
SF/0. 94 AC
PROPOSED BUILDINGS
9,060
SF/0.21 AC
PROPOSED CONCRETE
830
SF/0.02 AC
TOTAL IMPERVIOUS AREA
90,130
SF/207 AC
TOTAL IMPERVIOUS AREA PERCENTAGE
(2.07 / 89.38 X 100)
2.329
PARKING
PARKING REQUIRED
PARKING PROVIDED
_
277
NOTE•
1. CON TA C TOR SHALL FIELD VERIFY SIZE, MA TERIALS,
LOCATION, AND INVERTS OF UTILITIES PRIOR TO
INSTALLA TION.
2. ROOF DRAINS TO BE MIN. 6" SCH 40 PVC ® 1.07.
MINIMUM.
0--21.4
PROPOSED SPOT ELEVATION
+ 21.4
EXISTING SPOT ELEVATION
X
TEMPORARY SILT FENCE
LIMITS OF DISTURBANCE
PROPOSED 4" SANITARY SERVICE
a
PROPOSED 6" ROOF DRAIN
CONCRETE AREA TO BE REMOVED
PROPOSED CONCRETE
®
CATCH BASIN W/ INLET PROTECTTION
This drawing and/or the design shown are the
property of ESP Associates, P.A. The reproduction,
alteration, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
ESP Associates, P.A.
W
W
I
Cr
0
I
r
�
M
�
•�4h1aw
•
a+ p,
�
C�(1
d b Ol
�
�
a
1
lj
Py ISM
s- o
e
`boo Q m�
�saoona�eeaaa
a
o
0
J LQ V
v
z
C

2" DISCHARGE PIPE (BY GENERAL)
ALLOW OUTSIDE SPACE IN
EXCAVATION TO CEMENT DISCH.
PIPE IN POSITION (BY OTHERS)
CHECK VALVE IF REQD BY LOCAL
CODE, SUPPLIED BY
AT CONY. OUTSIDE /
LOCATION
PUMP(S) -�
TANK
4" DIA.
ACCESS
HATCH,
36"X30" W/
BILCO MODEL SM-3
OR APPROVED
EQUAL 4" PVC VENT
4" DIA. W/ GALV. SCREEN
NOTE: SEE PLAN P LA N
FOR PIPE ORIENTATION
VENT o
HATCH o0
�
6" MIN. HANDLE L
o
LIFT OUT -
RAI L SYS.
STEPS, =.
© 12" O.C.
Q
_
i
l"J
I�ul�r
uuur
ELEC. NOTES & SPECS.
PUMP POWER: 23OV, 3PH
CONTROL POWER: 11OV, SINGLE PHASE
NOTE:
1) CONTRACTOR SHALL VERIFY AVAILABLE POWER,
VOLTAGE, ETC. PRIOR TO ORDERING EQUIPMENT &
ADJUST CIRCUITS AS READ. W/ENG APPROVAL.
2) CONTRACTOR SHALL VERIFY WITH OWNER &
UTILITY COMPANY FOR ELECTRICAL SOURCE.
ALARM LIGHT, MAY ROTATE 90d INCREMENTS
CONTROL PANEL,NEMA 4X BASE MODEL
#10-1125 PLUS AUDIBLE ALARM, DRY CONTACT
AND ELAPSED TIME METER WITH 4 FLOATS
CONDUITS)
UNISTRUT,HEAVY DUTY, HOT DIP 0ALV.
FRAME, 30" BURY, 12" DIA. CONC. ENCASE.
;T-w -
BRACE AS READ, NOT
TO EXCEED 6'
F1 2" CAST IRON CK VALVE
L 2" F.M. SEE SHT. C2
FOR CONTINUATION
2" TEE
(2), 2" GATE VALVE
5'-0" DIA STAY -RIGHT
8"
PRECAST WET WELL
;.
OR APPROVED EQUAL
5'-0" 15'-Olj STAINLESS STEEL RAIL SYSTEM
ZOELLER -439-0031
3/4 STAINLESS PIPES FOR RAILS
® ALARM LEVEL SECTION (2) ZOELLER F841 PUMP OR EQUAL
U TURN ON LEVEL, TWO PUMPS
22 TURN ON LEVEL, ONE PUMP
171 TURN OFF LEVEL
FINISHED
GRADE,
LIFT S TAT I O N
NTS
-TREATED LANDSCAPE
TIMBER
7 7 8" -
- 1,7 3/16"� �
r�
18" NIPPLE &
GLUED CAP
o
6 15 16"
i"
3 --�
4"
-11
11 1 /2"
Iro9 7
1 '
4" PIPE
,--4"-45° BEND
4" WYE--J
STANDARD C LEAN 0 UT
NTS
GENERAL NOTES:
1. ALL CONCRETE TO BE 3600 P.S.I.
COMPRESSIVE STRENGTH.
2. MORTAR JOINTS SHOULD BE BETWEEN 3/8"
AND 5/8" THICK.
3. BRICK MASONRY DROP INLET NOT TO BE
USED IN LOCATIONS SUBJECT TO TRAFFIC.
4. JUMBO BRICK WILL BE PERMITTED.
CONCRETE BRICK OR 4" SOLID CONCRETE
BLOCKS MAY BE USED IN LIEU OF HARD
COMMON CLAY BRICK. _
5. ALL PIPE IN STORM DRAIN STRUCTURE TO
BE STRUCK EVEN WITH THE INSIDE WALL,
GROUTED AND BRUSHED SMOOTH. ALL SLABS
SHALL BE FORMED. U'
w
STEEL OR WOOD POST
z
g WIRE MESH FOR STANDARD FAIRIC
v
4 GA. 6x6 MESH o N m STANDARD OR EXTRA STRENGTI
TANDARD FABRIC I x FILTER FABRIC
N
Mw
00 � DIRECTION OF WATER FLOW
ANCHOR FABRIC SKIRT
cog I MIN. 8" DEEP & 4" WIDE.
z
II ��
NOTES: LJ L
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LB/IN FOR EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND
4" IN DIAMETER. FABRIC SHALL BE FASTENED TO
WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE
1" LONG OR TIE WIRES.
TEMPORARY SILT FENCE
NTS
NOTES:
1. SIDEWALK THICKNESSPHALL BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (CSPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6" AT DRNEWjWn.
4. �{ICKEN SIDEWALK TO 6 IN LAST 3 WHERE IT ABUTS PAVEMENT
WfTH NO CURB.
5. 1/2' EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK 1/8"R TOOLED
JUNCTIONS, AT STRUCTU S AND AS NOTED ON SITE PLAN. JOINT
6. PROVIDE A LAYER OF 1 AND
FELT BETWEEN WALK AND ADJACENT
PARALLELING CURB OR STRUCTURE
7. REINFORCE w/64-10/10 W.W.M.
(2" EXPANSION
)INT MATERIAL
EXPANSION JOINT (E.J )
1/4"x1" DEEP w/AN
1 /8 R TOOLED JOINT
CONTRACTION JOINT (C.JJ
SEE PLAN FOR PIPE
ORIENT^TinKi
EL6N
SIDEWALK JOINT DETAILS
NTS
PLAN
2'-6"
4"
2'-0" $" C
JE C
E
PIPE E
PIPE I C
lot d
d
SECTION X-X
CATCH BASIN DETAIL
NTS
IG
USE NEENAH
)2-E FOR CATCH
i AND R-3402
ARID INLETS
NOTES:
1. FENCE MESH SHALL BE MINIMUM
32" IN WIDTH AND SHALL HAVE
A MINIMUM OF 6 LINE WIRES
WITH 12" STAY SPACING.
2. FILTER FABRIC SHALL BE MIRIFI
140 OR EQUIVALENT AND SHALL
BE ADEQUATELY FASTENED TO
THE FENCE MESH WITH CRIMP-
ING CONNECTORS.
3. STEEL POSTS SHALL BE 5'-0"
IN HEIGHT AND BE OF THE SELF
FASTENER "T" SECTION TYPE.
Mfl fl 2' MIN:
HUM
STEEL "T" POSTS
SILT FENCE'
PLAN VIEW
EROSION CONTROL
AROUND DROP INLET
NTS
4" CONC. SIDEWALK
w/6x6-10/10 W.W.M.
TURN DOWN SIDEWALK
NTS
STEEL "T" POST
-WIRE MESH FENCE
CRIMP RING CONNECTOR
SYNTHETIC WOVEN
/- FILTER FABRIC
�- FILL SLOPE
IMI
I
GROUND LINE
TO ANCHOR BOTTOM DIG
IN 6" DOWN & 6" OUT
--_EL "T" POST
0 GA. WIRE
K6" CENT.
IIII
II
IIII
U11
FRONT VIEW
TEMPORARY/PERMANENT GRASS SPECIFICATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
IS PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
24% BERMUDA GRASS
20% TURF FESCUE
10% CREEPING RED FESCUE
24% ANNUAL RYE GRAIN
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
TRAFFIC RATED TANK
REQUIRED IN TRAFFIC
AREAS
MANHOLE
COVER
INLET /
24' PRECAST CONCRETE
MANHOLE BARREL SECTI❑N
AIR VENT
INV, 16.0 - 'II 4-WAY TEE
V NWL
GROUT
�9
TOTAL 1000 GAL,
CAPACITY MIN.
-WAY TEE
- ASPHALT (DUA'_ WEEP)
STABLE BED OR RUCK
GREASE TRAP
NTS
MANHOLE COVER
6'x4' TEE
SLOTTED FLOW -THROUGH
2" ASPHALT
❑UTLET
W
V. 15.8 U
TERIAL
IF REQUIRED BY THE
ENGINEER
NO TE.•
BACKFILL TO BE INSTALLED IN 12" LIFTS (MAXIMUM) AND
COMPACTED TO A MIMIMUM DENSITY OF 95% AS DETERMINED
BY THE MODIFIED A.A.S.H.T.O. STANDARD METHOD T-99.
CUT -BACK TO BE PERFORMED AFTER TRENCH BACKFILLING
AND COMPACTION.
PAVEMENT REPLACEMENT
NOT TO SCALE
This drawing and/or the design shown are the
property of ESP Associates, P.A. The reproduction,
alteration, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
ESP Associates, P.A.
fi
r
41
°a4N� ate,
-
aVc�rA
Coll
Qn
as m 4
C1
z
a
V
O
rn
N
__
W
N
�
J �S
I
®
s
O
W
ti
WSW
i a
Od®�9bC��GGf C+fi'f,�J�,�
a©
® O
9f 10
o
"
g
®t'r MTT
.eeftRA � ®V
..mow.
0
0 0 �z
q z �momm U
p w ` x
Q a W
vVi o o v

___ , _ ,
t
�.
_ -, - _ 2,. _,. , _._.
m YS
,,v
_ „
'"
, %'
w
.- ;
m,;>.` i
'^ . > N .
N
0- "
0
0
0
�
0
o
N
z
0
0
~d
x � z
x
i"m
�
<o-3
D
II "'
o
—0 Z
��
D>O
D D
nm�
� II Z
rn r
Dm�
m < ZA
m
U) -n
FF o m
e
N
m
.. c� -m r- x v— + »
_ § ^0 Ln AI I ; 6 i 12 m 00
M Z O<O �j m0 cci�r*' � RZ?��z MIN r KD
v �'" _' t
_ �� to
/' D Z —1 *1 O
KAi70, p Z- O -t mI-0 0 �r0
m
r
r*m
D
i
O
Z
I
00
I I
'0 D
MD
_0Z
=
o�
�I
o�
I I
N
r
I I
0 D
-
Z C
m ,
o �
o
o,
0
�N
O
°
<
�7
J
CT
u+ e rr, X = L o A � O
v . ¢Z Z r- ;u
� +
jt v f _
,. - a
< .„ Z ..= II Z
' i O .,� m O m m iTl O .,.
r a _ �Z <
C= Z a `
.. O
� r
r. I = O _ -
r
4•
< �. C m
.� I ., ' 1. a ,ram .* rm ,, N m m
_- ""`' Z
-" _ .. Z _
. c.�
"
r� ; :_ k°. �mU III
i ; r r
,; ! ,w
+1 oiiii
a�
1i i\ DMZ O T W
t
I r Cn J O
/ r o
, \
„ .
,
_
)
:',
�1
F
�
-
y
_
,.
..
:5
, �,
'.
/s
t
,
w
R
_
,
:
, ' :
0
- d`
- ..
, yn
4. 4L
-
i
Y h
f,
:
t
n
i
,8
�:
m ti
�Ol.
ky
:
.'
i<r•
(�a
�p
\�
d_
, ,
.' .' ,'
�_.
�,
c ,e ,
. �
:' .'
'-,_
C.
.:
.-,,..H. :,
,
.•, - , ',
- s
1. -, '.
.-,
..
1 �1
u
_,
,
y
-
.'
r
, r I:
- is
4�
_
i,.,,,. tt.
.i ,..
ti
i.Y
'S..
�,..
,: :
I-
,.ay
,
"
�1,
at
-
.. ... }.
g- �'� ' �`k
'
'
� 11
a"
y
-
�5,''k
'ti e,
.
�l
e
E
,
-
--�� -
- s h
, ,
''p q
:
. 7
'
',A
.
:.
.
r ; r a'
, 3 , ,,, "%L' a�
-
h
_. .,
2
f - - ,N I . e ' rIP' : , „i' 'A- xa r" . - ,I -I yS 40
,
t
r , N"5 "k
n
' i �� ':, ,
r "
1 t b�
" h
,
y
_ S' {, `4
r,
't ,
,
,
Y
�ih
. - ,>� /� '
R'. T _
,J
,
a�`,
'i ;. °+..... I C `fir. ��q " 4, '4,'$. i"+ i
, : �.:,.,
p. 1'. - :+ v .�• ,10 '..' "i: - ; '�• fir. `i,
- - Ail y
i¢ �r
. w .rf „ l 1 $ e 4b
f.
, T
r _ ....
ra
r
r
a
w, -
F'
-d
r e ^, x
st - "„w .
. ,-_
n
m
, i
,
r
r i r.
.- ,
a � ,
_ , vT R
(Y' , - },
.' O - �.M.
5
_:
�,` t4
+< k,., „
r
r <1
-x
'' _,,
��
°_
. - r 3 „
t -
,
, °
,T„ it. � , � I l J 'ii r-"+4' ", - 'yt ry.. .. -. ._. _ �,
t t`JJJ
,
h
! ( � -.
r•' : a $' 'fie. .i. -. , C _
.
' - - _
. I i I ' {, °' y, .
f a� r'' j
5 � _ y r
�. a"
r -
r' ( 4 ,.
d
1 I 1
r^ k '.. ,,
r6 0"� fir. „ r
A' i �`
,
4
'5,, ~� , a
t kk
+,N 1
g8
�:.' :: , : :> _ a -* . «•°` .%r°r,.'a. 't. .. fi - - - , s. ,ter ,a^'",M„'>"`. _
y
J 4 9 ,,.
r
y
}
,.
-. , : a°
e'
a
r'
t
he.
ri'
p / /
::, f ... ._ . '',. is 3,, 'v ., r. n ,r:.--.- .r„ ., \. - ..-.. '..� ..i'°�- p
F T
a i. `^k .<
- _: -.
,
: '- - -.
s _,. �: e_
------- - �- _ . ,.__. _�- ���;
.R e �... s �s t. i _�,_,.
.
i' :
? l
"
e � —
.o
: I I w .
'
> ,
:. ; i a. ';
L� �: s*a �' hey,._ }t r ,,.-'
F
''� .rm 1�
b6
., , '..n'--. d- , , .,,,'.ajn°M"w Y. _._,,.. - :a .^R.' .,<d .,r 11 T. �' r +4 �� �i,- y
}
r ;. x -
/ W
,,.
f a r';
`°°�.w
I .
t -w --�
,
4_ , : _ . _a. _:
�-•' Yw a y f �'
.' ems• c _ .. _
PP �
S
-. 1 tr ,
,
i
' �p
,
p
p g
.. _. S. 7 -,, B ..n •, t C r y,sa"..r:. ..,.��- . T : - '�A' -. f
,r}' t. � s
y iF-,;. „4:, j, �'f y....:;' ;l, `I ;;Y„"l I Y rrr
, .. �' ,.
:' py
{{ r ; „ 8
t>, _ 9 i
° y
1 k ,- fi r - I' - rf ✓ : -s "M;,,-,: -u'-:.. i I ` :.', .. \ / ry b,Y' 1 : 4 q $
f >�' : d' !. .'� ' -'"., ., c .I k t new.. C >p
� > , q . - P , �p f
u
qy
t� ,
� _ d
,a
„F-,,I
r
+• .a,>*°�'*<'a - i -S".,, :+"p,.>~--w •o _ »,... 1: ras''s¢r+'''`yF, ,°r,.,• j `' w„m,�' '' -� �. '..1 f e ', x- j :
.
9&
rd o ;;1' .,a`" ,,n,,,. r'..-i- `."t: kR fY,� 1..d 1�1:
¢ g
�a e, _
ty' ` = `5d d¢p{ ..�' 5 "gER I �' J
! . m ,t... d, A � f ° M ;; i°_._ t_G_ ,�..N�,,,., . Y V. f `i +1 3 r /
Y
I ,
pY
_..>� .. i . ', 4� � ,4.n --� t �" 0 4., ' ,1„ IF, b '«,d dp°rpo"C,d' % '. J J .
P ", Y Ae $
, r
F > 6
:. s ,,+
! L' '_. v- "r .,, 'i ,.,, r,t g r ,, t r.',.: Y :f iF _a' a.�M1 '6.:+' .»� s" � # w.,,u.� , ba I
►—�
^ ,F.. i
s
�, r�
-
/�
e a
j' ( _..- a
t �.
gg p
-f. Z r,. 6a _ _-. .,,-
M y
;- I ,� ....:p� '- ."'' '.C. 'Y �f+S 5'ek 4' 3ki ,'tl - - ",.-f"'"�,`�•N' �! e ,Yi Iry.
,. : ' . r r a
f
:
.. sj ; 1 '$;;.' ., - . p 'J { ,, -" a - '4, 4k r'�Cat I i' °'m:wC...,,,.+."'�a,°" s!t' '' r r '• '''
I f -, � r
'y
r'
t - -
�a - y-. , a rasa ? ;`
„
- a' k
y `,x / ,, > , > "?ram"
-,
r'
t . t 1, qt, :: s*
I
" H l: :d ,J. °:d¢ erg, ,m• t,,, ap I
r
.
T , :.'. 8' , .. , } f' � � �'
_
n
-. a g
,.
c�.
m
":.. -
.' - , 'r„
..s „ , f t'r frJr „,o^.„_ _ d,,,w� yR f. .r... I
4 ' rt
,6,y'yc ..,.
. f :. ,, fix 1' d ll'
pd '
d„
r ,
a m A a t-tom, l ,cam
y
...,
'
'e �� `�
,,
:-'
r;
d-. " '
_ pf _
f . d t ,''I'. .... ,
' / ,
a
-:, ,.^.
��
r
_:�`
:: ,- - : :N. ..1.: .; 'a^,t4: ,a ad. - p, V F; - 1''. , -
r w o, t
d # ,
10
! ; r
' . , �. , y"
- .;' - ', ,, ., y.., „ r .. .t, r.,-'. ,,, t ,f _ ,e,,J'°^a.. to ,0, - m 'r�;. e ,
yr Z " ._ _
a:. II ., d r. '.9 f sn .w��,,,:°. sx' t;:. y✓' _" _....uy--•�+,e, .A f.
F. .' Y i g l C ' : .. " :: .S , "' w. 1Y s2 "V b Y � _
3
f
�ij
b .. ; ::., a - . ,�,. Y ! ®,,.:, ,i u.......:. ....a, .;.a. ,,..aa. o-..1 , ," .[^ �i" j; .3.¢�,¢,/-,'y ".y'a„'�'- "r�- - - - - .;�
„� .ti, ,... tF J #'r+q, u F l:-I d , 11 a'. ( Y�' - i., S.I
,.i r t' g '
1,
p
a > , {
55qq r - a,,, - r-
3 '.2+ ,':
1
x ,: -. .,y
P
„ R a
Iy, t >. ., ,. i � - r- fie:^«, pr ,� - ;� ..,.,-.•,.,.., ,rl .d°
f .. - Ii.,
.t
j'}
: ,_ F_.. . , 1 J � I ,k r , ', ' 7""y,'.gb.:, RCS°:, J - , ` - - 1:
p T'
, ,- i
,
.
3
da t
.,r...............r..,di - "
4.
g�} f .... +, , 1
f
... p• .. ..- .,.-. -
,i 5+,. a'a;,-'...°..,r ^'. p,jjp d v .se, , .:'. -. a "waI' 1
c
-. y .. ..<"- .. �. d - - M
,. s-.. ) r�, - , q ,
i rF
-•+,. ,• "
,
� r
I {
! a'
f ,
a
. to E i .. : , ... ,9 p-.,' " ., ., 'r - �'y e°', t ,
... a g
.. 'y l
_,
' n' ` '`I' tl,a y._ 1. Y... 'd"✓••'� 3,,'4 2 }' ::;. r '�" ° - - .1 e
..... , ..
�r
y 4 J P ;
%':"a 'b
q�,
$ y
.,,,., 1 i{fi ' k
-. 'i. w �'
'.!��-' de �. 4. ,_,. S'y, '@. .'`s ', ; r-.. m.,$ ,R.,r'"a a.�' r,F,...s'r {e q, ! - ' - -
F"
qq - ilk ".1 _ _',,,.-.. ,yp,g ,..- �, 's
nY
:
- r -:' ,. '
�.
.. .I
Y t. .« �" ..:'' t
`,,*,` 11p::,, `t,.
4 �`x f� rr n :,,, t p a 4
.
1 k - ,d g", 'a -
, ¢ {
b
a.
k
,
.,, '••r '
pp
t
Rx
f
d
, r _tia X
x
r
r
•
--.
\
/
/
A
0
/
. g .
,
�;" '.I -
2 ` °x
'x
e
r
�wrrs rlwl�tr.
0 m --j
c zW
rn��
4
``,``t,,t1tItH1►I/ISO JI.-
�,. % ••,,..... N ,
� R�,
-
•• y =
.'gyp : k f c/N
s r^
t� � `�
..s ,
.�•:
©:
a�
!., %y;••......••
'',ram+
,,•
`� 4 1ll/iM�tttt%%
V� r�r
1

` J/m A v 1 .�i 1n
%
Id
1 V ' !-1 ! N 11 V 1-4
♦ N Pf tN . Iff , H / � � N 1{ 1 aY ' OpQ O in
``� In MilO N
P.
Ift
Ln
/ to
P�- 1 m \
a 710 / �� 01 u o ��, O i 'j• v1 \ e
1 POINT '0 �
��' pt 3 y RS3
m
1
�
� � n
.-
Q�SZ o4� -`~ � 1 e' � a ^ J
ip ,r W 06 d-
{ ♦ e
r/ Go { tai
00
O
1� 1�. n� ^
%
d { aO / r to 1 •\ n ♦ M ■r
sums
a1 n N `♦
0
us ♦♦ ♦ V—
In A
♦ \ / { <
i ,p Ga V In 1
Nib IN 1 �
e•,� m �n0 Q
N 0
01 V
4 f-1 ( A r ��
_ a1 T
ice SONlM 'et' to
I - 1
r' J n _ Jr "! A 1r�I R
10
J an i 1 1. M ply ' -
�� 1 did
In
—r
\ m •' 1 1
vl �. ,- RN 1.IG of
�m
c"I 1 m
& ; m O / o
rr r• .._..._ r� t 1ab
cn
.e
a
.- a1 / r,
m
40
O
i t tlop
O O,
i
w �• v Oa /
Z N / m
10 IA ,
OF
_ ~ I
n n L �' {0
toY to r m in ` M `' { v
O in .o r• O QQ' ,� m .t
11 1
140
OPT
C-1140 -
© CM
% 7-
m.N
io ♦ N
�i A. ` { { h{{ N
V 4 ■`
{ ^ o
CP
aA 1 O
• tV `(V ' •� • i to
v
■-14
4 m
s
N
oZ " z % m /
.. • m r "'
i Y1
in
481
Wb
R' - - - ■ wr 1 y1 1 n 1
�Q •r 40 � -1
R N �J :� • s; - 1 x I
d
•i o� �� +t� x H to 0
=p
1n �m ! f0 •
40 P61 >
, Si 1 �
• 1 . . W w
Cr ry/
\ -\ • 1!� lit' •1 , . .1
{ p' a �� H ii • ' M • • a Z^^
• z�
• _ r [i eel owl
J