SW8950506_Approved Plans_20180627 (2)

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2-i- 7VI..) 201 e CONSTRUCTION 31
`' . ,DR--
LEVEL SPREADER
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p5 CITYOF �''v°NH.tv"••
2.
I NORTH CAROLINA
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= Public Services • Engineering Division
\ v. O DESIGNED BY: DEC
Z , APPROVED STORMWATER MANAGEMENT PLAN
DRAWN BY: H WL
IE XI S T I N G Date: Permit# QUALITY CONTROL: DEC
CONDITIONS AND Signed: SCALE: NOTED
1 FILE NUMBER: 8014.00
DATE: 11-22-17
ID E M O L I T I O N Approved Construction Plan
EXISTING
IP LA N Name Date CONDITIONS AND
SCALE: 1" = 30' Planning DEMOLITION PLAN
i? 30 60 SHEET NUMBER:
Traffic Cl
GRAPHIC SCALE in feet 1 inch = 30 ft. Fire •

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SITEDATA o- a
0
SITE PLAN ( PROJECT WORK AREA) y ~ �"
SCALE 1" - 20' •(v,�� DEVELOPMENT NAME: COUNTRY CLUB Cr LANDFALL-NICKLAUS CENTER
k /1, STREET ADDRESS: 800 SUN RUNNER PLACE
0 20 qp WILMINGTON. NORTH CAROLINA 28405
NEW HANOVER COUNTY TAX PARCEL R05100-002-014-001
GRAPHIC SCALE in feet 1 inch = 20 ft. IDENTIFICATION I{PARID): ALT ID 316817.12.2151.000
TOTAL SITE ACRES 198.75 ACRES
ZONING DISTRICT(S): R-20
• "" �' e I/ �/ _ 2, - CLASS: COM-COMMERCIAL
_ .0 c-) c CAMA CLASSIFICATION WATERSHED RESOURCE PROTECTION AREA
� ,N� e� eJ. zp CAMA LAND USE CLASSIFICATION DEVELOPED
,•- „ � � ■ r � r � „ r � r � � � a�`� ��3°� `, . ;�' MUNICIPAL AREA: WM
Ili
4 a *� - _ _ °o�� 1��: �e� : dFLOOD ZONE: {ZONE X) MINIMAL FLOOD RISK
$ � Foor55.s` J�z ��� WETLANDS:
Iiii
NM
MN
4 " Q e 2�• 90 �RNSA
to Z�J eJ�� .� SAW-CUT & REM•VE CLIENT (Owner or Developer): COUNTRY CLUB OF LANDFALL
° �� OM
��' •• �. EXIST. CONCRETE o z Names) JESSI REUTTER
I�' l a .• ` y �^ 2 PA 2zAddress: 800 SUN RUNNER PLACE
d .. ■ ,. .: � VEMENT. �■ = pi.
,�' ` ` a, • z REPLACE UPON
WILMINGTON, NC 28405
,� .• `; * Telephone: FAX: [phone]
` q COMPLETION. eP
_ __ ,� ` CONTRACTOR TO E-Mail Address: jesslreutterOcountrycluboflandfalicom
et % a A Q v x _/i,_., `\` ,�, MAINTAIN
�■ / _ Nil.
v ` +4 z° 5� CONSULTANT/AGENT (Person to contact) ^ DAVID E. CRISER
Q * 2` �'°� 1�J:gee' ~'OW q� • Address: 3809 PEACHTREE AVE., SUITE 102
WILMINGT1 NC 28403
,I,�- �., r_.P. II_:�!��.1.1• ° ��9°* Telephone: FAX: [phone]
•
f a 3 a. „5 so
J. -o _ �^2 E-Mai Address: dcriserOcttengineerin corn
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{�� .�,�' c� - m C.0 : %!! 1EMPORARY°� Q�
r t , b / G PROPOSED BUILDINGS 0
ry : a Q `�, t ►� $ _ */ •0:��:i�`? QQ, PROINLET ON TOTAL TOTAL SITE BUILDINGS — 3
l r ' FINISH FLOOR E EV. 24.49' I O• .ON� O r ��� * �b MAXIMUM ALLOWABLE BUILDING HEIGHT 35 FT
J` a Q • �t
B0 1ti Q
2`� Q -�� — TALLEST EXISTING BUILDING 26 FT
\ p I N��E��SN •: f TALLEST PROPOSED BUILDING UNCHANGED Z W
r v1.44
EXISTING BUILDING AREA 30,510 SF
.�'' •� a Q " y��a. I '' .
� ��q ;'" Q, J PROPOSED BUILDING AREA 3,500 SF5s
6�y q` :� ; $ a Q KY = •. 2� r v � ,5 �' TOTAL BUILDING AREA _. 34,010 SF
§. Q {� - 4 ., �J cameo I C.O. ��. { :' REQUIRED
e - R OU YA@D SETBACKS
ot ,,,,,,,, ,,,
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,� a o. •; o z� \I ® .�• SIDE: 15' O
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3• , ^ I YARD SETBACK AREA o
d'
.'t' $� t b yC�;" r t i , HAUG-IJI° :16- &h (,] PROPOEED
2DI i6 7�IRAGE a O .� rah► �r,c\ �>
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' ''� � '� E � `� �' {� V� 4 � ^� �• �� '�' PLOW � b � ,��� �lhROPOStD <�• ,., � � SIDE: 50' DI
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a %� F Q.' = CORNER: 212� ,Qc? , 1' ior, ,t $ c`3 qot j' + .xs' _ * I Plow DS�r�r► z \`.� F� + ,,,,. REAR: 3 31 I, Z
t.:�. c Qf,?a7•.> a ', O `AWN IOW- 8�+11R I — 'E',T I•�i 0b0 �.,• �}ry+.,�, -. ar' �' It �`� 4 LLL $ U �/ (i :`t+:T. 1 ea.Tr �Lil ' � �R� �'� �� l';4tom, � E/VSTIN W0 Nuf Q
J. sr` ,y „r }t t a e �1 PLANTI`Rf'�ry./��, 1�'�� •r`�F7 $ ..�r � � G 238 >. (1) U0.� Tt'JIRACa: r. I� % . T� '
'lik
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r Al + t'; ig it z2 z 2 LIMIT OF DISTURBANCE lop - d `g�,• l � , ct ix
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S� a Q { 4 �� �' b 2 , � / '¢ ❑ ❑11 TEMPORARY SILT FENCE DISTURBED AREA: 6 6
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El"
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QtH CARP
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illAV, A SD STORM DRAIN .����4.••'FE•••••" �'�,
�� $ &� DS ROOF DOWNSPOUT NOT FOR :• w
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Cti pr •r/ rt.
t� a e a �j, B' FE FINISHED ELEVATION - • S
$ '� 11 !f ,Oyu • FFE FINISHED FLOOR ELEVATION CONSTRUCTION -
le r •
' 2 r a INV INVERT .•
GTO
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C.O.C CLEAN OUT �i,,ON H.11�\\\`
NORTH CAROLINA ZO
0si
GRAVEL PATH y��`'//)j �, 6 ,,-,. c � - Public Services • Engineering Division
a ��• a U Q :�� } S�A xb
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c4 9 4 yik ` r ,bti �o a A¢ $ �- APPROVED STORMWATER MANAGEMENT PLAN DEED � DEC
�i * �� ¢ g -` ` 1 - REPAVED AREADate: Permit# DRAM eHcq ,/ , a e ,���! QUAUN CONTROL: DEC
A % m
4,.
P ° $ Signed: SCALE: NOTED
Kamm 8014.00
GRADING , EROSION CONTROL , AND STORMWATER PLAN
Approved Construction Plan DATE:
11-22-17
SCALE: 1" = 20' (4c1kA,
Name Date SITE
�: PLAN
0 20 40 Planning
SHEET NUMBER:
GRAPHIC SCALE in feet: 1 inch = 20 ft. Traffic
Fire C2

1
TEMPORARY SEEDING SPECIFICATIONS PERMANENT SEEDING SPECIFICATIONS
STEEL POST CONSTRUCTION SEQUENCE:
LATE WINTER AND EARLY SPRING (FROM NC EROSION & SEDIMENT CONTROL DESIGN MANUAL - TABLE 6.10A FALL AND RLY SPRING1. REQUEST PRE-CONSTRUCTION CONFERENCE WITH COUNTY EROSION INSPECTOR.
WIRE FENCE ) (FROM NC EROSION & SEDIMENT CONTROL DESIGN MANUAL - TABLE 6.11 P)
2. INSTALL SILT FENCE AND TREE PROTECTION.
����I� FILTER MEDIA EXXON SEEDING MIXTURE SEEDING NO. 1 CP FOR: WELL TO POORLY DRAINED SOILS WITH GOOD MOISTURE RETENTION; LOW MAINTENANCE 3. COMMENCE GRADING OPERATIONS.
GTF 100E OR SPECIESI RATE (LB/ACRE) (�f 1000 F
4. STABILIZE ALL DISTURBED AREAS AS SOON AS ANAL GRADES ARE ESTABLISHED.
,���II APPROVED EQUAL RYE (GRAIN) 120 2.75 SEEDING MIXTURE
ANNUAL LESPEDEZA (KOBE IN 50 1.15 SPECIES1 RATE (LB/ACRE) (LB/1000 Fi2) 5. REMOVE TEMPORARY CONTROL DEVISES z
••■I' £ ES (SILT FENCE, ETC.) ONCE PERMANENT o
MIN. 12-1/2 GA. TALL FESCUE 80 1.84 VEGETATIVE COVER IS ESTABLISHED. 0
4���UII PIEDMONT AND COASTAL PLAIN, 5
'...■I' INTERMEDIATE KOREAN IN MOUNTAINS) PENSACOLA BAHIAGRASS 50 1.15
o GRADING NOTES: w _
�����11 o CO 3 OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. SERICEA LESPEDEZA 80 0.69 1. INITIATE CONSTRUCTION SEQUENCE BEFORE BEGINNING CLEARING AND GRADING a W
�����I1 w c0I rn Z S%OQ� KOBE LESPEDEZA 10 0.23 OPERATIONS. m
j����■11 w 1/. SEEDING DATES:
,....�If cn SEEDING NOTES:
i MOUNTAINS ABOVE 2500 FEET: FEB. 15 - MAY 15 BELOW 2500 FEET: FEB. 1- MAY 1 2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION
-- _ - '^ PIEDMONT JAN. 1 - MAY 1 1. FROM SEPT. 1 - MAR. 1, USE UNSCARIFIED SERICEA SEED. BEYOND GRADING LIMITS.
" ` ao COASTAL PLAIN --- DEC. 1 - APR. 15 2. ON POORLY DRAINED SITES, OMIT SERICEA AND INCREASE KOBE TO 30 LB/ ACRE. 3. STRIP TOPSOIL TO FULL AREAS TO BE GRADED AND STOCKPILE OR REMOVE
--r_r_ NOTE LI 3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB/ACRE. FROM SITE. o
5'-0" STEEL POST 1 8" BACKFILL & COMPACT SOIL AMENDMENTS:
U 8" TRENCH AFTER APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 2,000 LB/ACRE (45.9 LB/1000 SQ FT) NURSE PLANTS: 4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY.
�� MIN. GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 750 LB ACRE BETWEEN APR. 15 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB ACRE SUDANGRASS. 5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO STEEPER
PLACING FABRIC LB/ACRE
TO MAY 1 OR AFTER AUG. 15, ADD 25 LB/ACRE RYE (GRAIN). / THAN 3:1 SLOPES. w to E
(17.2 LB/1000 SQ FT) 10-10-10 FERTILIZER. o
MULCH: SEEDING DATES: BEST POSSIBLE 6. OPERATOR SHALL VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED Q z :979,
a ,� =4
INDICATED ON PLAN AS: APPLY 4,000 LB/ACRE (91.83 LB/1000 SQ FT) STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, EARLY SPRING: FEB. 15 - MAR. 20 FEB. 15 - APR. 30 GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN. z ;N .i m
NOTES: NETTING OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31 EROSION CONTROL: > c� c) c a
QZ > NP• G
1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A W `t Z CHI, N c
1.) WIRE FENCE SHALL BE A MIN. OF 32" IN WIDTH AND SHALL USED AS A MULCH ANCHORING TOOL SOIL AMENDMENTS: VIOLATION AND IS SUBJECT TO A FINE. m tu to o n. 0) Si z
HAVE A MIN. OF SIX UNE WIRES WITH 12" STAY SPACING. m z m
BOTTOM PORTION OF WIRE FENCE SHALL BE BURIED 6 . MAINTENANCE: APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000-5,000 LB/ACRE (68.9-114.8 0 r ; g,co co
REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH IMMEDIATELY LB/1000 SQ FT) GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 2. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING Imo- = a e 0 M 4- m
2.) FILTER FABRIC SHALL MEET OR EXCEED 150 LBS. GRAB FOLLOWING EROSION OR OTHER DAMAGE. IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND cc N o E vi '4 0
TENSILE (ASTM-D-1682), 180 PSI. BURST (ASTM-D-2263) LB/ACRE (22.9 LB/1000 SQ FT) 10-10-10 FERTILIZER. ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION Lu Z a. 01 a1 ;''
AND 70 ON COE E.O.S. TEST. MULCH: SEQUENCE SHOWN ON THE PLAN. ALL GRADING SLOPES MUST BE SEEDED AND v v 0 I rz
SUMMER (FROM NC EROSION & SEDIMENT CONTROL DESIGN MANUAL - TABLE 6.10B) APPLY 4,000 LB/ACRE (91.8 LB/1000 SQ FT) GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHED WITHIN 21 CALENDAR DAYS OF COMPLETION OF GRADING. ALL FLAT M
3.) STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE MULCH ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, ROVING, OR BY CRIMPING WITH A MULCH AREAS ARE TO BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS.
SELF-FASTENER TYPE. SEEDING MIXTURE ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL 3. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY FIELD INSPECTOR, 2
4.) STEEL POSTS FOR SILT FENCE SHALL BE NO WIDER THAN SPECIES1 RATE (LB/ACRE) (I /1000 MAINTENANCE: ENGINEER, AND OWNER.
THAN FULLY ADEQUATE, REFERTIUZE IN THE SECOND YEAR, ACCORDING TO SOIL TESTS OR 4. IF ACTIVE CONSTRUCTION CEASES IN ANY SLOPED AREA FOR MORE THAN 21 Q
8' APART O.C. WITH WIRE BACKING. GERMAN MILLET 40 0.92 IF GROWTH IS LESS
5.) CONTRACTOR TO FIELD LOCATE AS NECESSARY TO CONTROL IN THE PIEDMONT AND MOUNTAINS, A SMALL-STEMMED SUDANGRASS MAY BE SUBSTITUTED AT TOPDRESS WITH 500 LB/ACRE (11.5 LB/1000 SQ FT) 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA CALENDAR DAYS OR 15 WORKING DAYS IN FLAT AREAS, ALL DISTURBED AREAS rt. 2 Ix
SURFACE EROSION. A RATE OF 50 LB/ACRE. IS OMITTED FROM THE MIXTURE. RESEED, FERTIUZE, AND MULCH DAMAGED AREAS IMMEDIATELY. MUST BE SEEDED, MULCHED, AND TACKED, UNLESS WRITTEN APPROVAL IS W
TEMPORARY SILT FENCE SEEDING DATES: GRANTED BY THE EROSION CONTROL INSPECTOR. W = Z
MOUNTAINS MAY 15 - AUG. 15 1 REFER TO APPENDIX 8.02 FOR BOTANICAL NAMES. 5. IF ACTIVE CONSTRUCTION CEASES FOR 21 CALENDAR DAYS DURING GRADING WO
SCALE: N.T.S. PIEDMONT MAY 1 - AUG. 15 OPERATIONS. ALL DISTURBED AREAS, INCLUDING DITCHES MUST BE SEEDED, '' 0 Z
COASTAL PLAIN --- APR. 15 - AUG. 15 LATE SPRING AND EARLY SUMMER (FROM NC EROSION & SEDIMENT CONTROL DESIGN MANUAL - TABLE 6.11T) MULCHED, & TACKED, UNLESS WRITTEN APPROVAL IS GRANTED BY THE IX tE a
EROSION CONTROL INSPECTOR.SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2,000 LB/ACRE (45.9 LB/1000 SQ FT) GROUND SEEDING NO. 5CP FOR: WELL-DRAINED SANDY LOAMS TO DRY SANDS; LOW MAINTENANCE GROUND STABILIZATION REQUIREMENTS
AGRICULTURAL LIMESTONE AND 750 LB/ACRE (17.2 LB/1000 SQ FT) 10-10-10 FERTILIZER. SEEDING MIXTURE Site Area Description Stabilization Timeframe Exceptions
MULCH: SPECIES1 RATE (LB/ACRE) (L3/1000 F2) Perimeter dikes, swales, ditches, and slopes 7 days None
STANDARD METAL POSTS 2'-O" IN GROUND. APPLY 4,000 LB/ACRE (91.83 LB/1000 SQ FT) STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, PENSACOLA BAHIAGRASS 50 1.15 High Quality Water (HQW) Zones 7 days None
4' MAX. SPACING BETWEEN POSTS. NETTING OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE SERICEA LESPEDEZA 30 1.69 Slopes steeper than 3:1 7 do USED AS A MULCH ANCHORING TOOL COMMON BERMUDAGRASS 10 0.23 ys in
slopes are r0' or less
GALVANIZED HARDWARE WIRE - 19 GAUGE GERMAN MILLET 10 0.23 length & ae not
a' MIN. AND 1/4" OPENINGS. EXTEND FROM MAINTENANCE: steeper than 2:1,
TOP OF BOX TO A HEIGHT OF TWO FEET. REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTIUZE, AND MULCH IMMEDIATELY SEEDING NOTES: 14 days are allowed.
I "•i� FOLLOWING EROSION OR OTHER DAMAGE. 1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA. Slopes 3:1 or flatter 14 days 7 days for slopes greater
than 50' in length.
I, ee i\i 57 WASHED STONE PLACED TO A HEIGHT FALL (FROM NC EROSION & SEDIMENT CONTROL DESIGN MANUAL - TABLE 6.10C)
2. USE A COMMON BERMUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BECOME A PEST. All other areas I�••••••• I I` with slopes flatter than 4:1 14 days None, except for perimeters
;11 r� F 16" MIN. ABOVE TOP OF BOX AND
ilt' HAVE AN OUTSIDE SLOPE OF 2:1 OR BERMUDAGRASS MAY BE REPLACED WITH 5 LB/ACRE CENTIPEDEGRASS. P
SEEDING MIXTURE and HQW Zones.
`''`776.1,10 •°' FLATTER. SEEDING DATE MAINTENANCE
' '•; �' :; �•'4•; SPECIES1 RATE (LB/ACRE) (18/1000 F APRIL 1 - JULY 15 PLAN:
•. + ,•■,••,�• • SOIL AMENDMENTS: 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
Q� ;, s RYE (GRAIN) 120 2.75
g�i�•;� �'� _%1�1�• �•i?�•���� STABIUTY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL
°0••I`R� l ; s: ,��I2MI •, .80•° SEEDING DATES: APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 LB/ACRE (68.9/1000 SF FT') GROUND BUT IN NO
o �,.: , n[P:���_1 �21Fiin ��t .i,1,;.,° AGRICULTURAL LIMESTONE AND 500 LB/ACRE (11.5/1000 SQ FT) 10-10-10 FERTILIZER. CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS
'.2' •'�,.,� "` �: ' 0 MOUNTAINS AUG. 15 - DEC. 15 WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
0.4d1 11W ��f,� PT��iw����1. fey 0 PIEDMONT AUG. 15 - DEC. 30 MULCH: 2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE AND TREE
o'0r�°� "o i��� '*�•��•` •:1•f ' o SOIL AMENDMENTS:
� ���o s,.� r Aci ems• i•io o APPLY 4,000 LB/ACRE (91.8 LB/1000 SQ FT) GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE PROTECTION FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE.
•� P°0 Dam o�. 0- `2'0�u 0•60.0 0�• a FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE (45.9 LB/1000 SQ FT) GROUND MULCH ANCHOR BY TACKING WITH ASPHALT, ROVING, NETTING, OR BY CRIMPING WITF! A MULCH ANCHORING THE SEDIMENT FENCE 1MLL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
o•ooQ�oQo o �� �Oo 0�0 Ooo�o AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE (22.9 LB/1000 SQ FT) 10-10-10 FERTILIZER. TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
•��000� 0 0° oo°�oo°000�a : 3. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
-, MULCH:
�••oocoaoa9oUoo0ce000a� �0008000000000�•� - MAINTENANCE: MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN
APPLY 4,000 LB/ACRE (91.83 LB/1000 SQ FT) STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, REFERT1LIZE THE FOLLOWING APR. WITH 50 LB/ACRE (1.15 LB/1000 SQ FT) NITROGEN. REPEAT AS GROWTH A VIGOROUS, DENSE VEGETATIVE COVER. J
______ _----- NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA SITE NOTES:
USED AS A MULCH ANCHORING TOOL AND MOW AS OFTEN AS NEEDED. 1. THE CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE THEMSELVES
INLET PROTECTION DETAIL MAINTENANCE: WITH FIELD CONSTRUCTION CONDITIONS.
ilSCALE: N.T.S. REPAIR AND REFERTIUZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE (1.15 LB/1000 SQ FT) 1 REFER TO APPENDIX 8.02 FOR BOTANICAL NAMES. 2. BORROW MATERIAL ALL BORROWED MATERIAL MUST COME FROM A
OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED LEGALLY OPERATED MINE OR OTHER SOURCE APPROVED BY THE STATE. LL
WITH 50 LB/ACRE (1.15 L3/1000 SQ FT) KOBE (PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) 3. CLEARED, GRUBBED, STRIPPED, OR EXCAVATED SPOIL SHALL BE 0
LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. REMOVED FROM THE SITE OR USED IN LANDSCAPED ISLANDS.
Z W
1
5 NOTE: NOTE: 8' MAX.
THE CRITICAL ROOT ZONE (CRZ) OF A TREE CROWN OF THE TREE IS NEEDED FOR LEAF VARIABLE AS DIRECTED BY THE ENGINEER PLASTIC OR wo
IS WHERE THE MAJORITY OF A TREE'S ROOTS GROWTH TO PRODUCE OXYGEN, FILTER WARNING SIGN I /WIRE TIES / 6" AS REQ'D. / 6" /
LAY. 85% OF MOST TREE ROOTS ARE FOUND THE AIR, REDUCE WIND AND SOFTEN NOISE. �-1 rE � ,-, �, I'IIlr SAWCUT y"r
war
IN THE TOP 24" OF THE SOIL AND SUPPLY DO NOT DISFIGURE CROWN WITH TREE PROTECTION AREAI O
FILLED IXPANS�V JOINT 6" COMPACTED CONCRETE ^
THE MAJORITY OF NUTRIENTS AND WATER. INTENSIVE PRUNING. ��� ri DO NOT ENTER f-1 FILLED EXPANSION JOINT V
GENERALLY, ROOTS SPREAD OUT 2-3X THE 1 ZONA PROTECTORA PARA 1 i ABC STONE
HEIGHT OF THE TREE. , n n LOS ARBOLES ( \I". 30 a asin
111111 PROHIBIDO ENTRARri t a �� .Q d 0
���IU _ LJLJLJLJLJLJI f1 1 1 1 GRADE
\S----1 \ C aCO c10
n=m,r u= ` I,, 1 f t f f
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�` \ \ . . . .•.•.�: ce m,,,� ZII ./ / / /\l `i iIIIORANGE, UV RESISTANT ' -.. // // / / � �%\ -_ _ _ - , � \ \j\ ' J f \ \ !E I^I�I-III-III-III III 0..� III HIGH - TENSILE STRENGTH \ -C I�- I I-III-I - \' BASE O
Zi
_ I I III \ /, W ct
STEEL POST POLY BARRICADE FABRIC (TYPICAL) CONTROL JOINT \\�\ /�\/�//�/// i�l Ii Ii i� Ii i lI I1 II li II I I \\��\\/\\//\/�\///\1/ U
FRONT VIEW COMPACTED >" (i)
III FILLED EXPANSION JOINT
WARNING SIGN SU(BGRAADE 9 f CC D a. _
'1 ORANGE SAFETY FENCE OIRANGE, UV TENSIRLESISTANT STRENGTH SCORE � ��:`/ 6�-�0-� 8 O°c:-�' W
'��� I- z O
CRZ OR ORANGE SILT FENCE POLY BARRICADE FABRIC (TYPICAL) Z
/ CONCRETE REPAIR DETAIL Z D
1 (TYPICAL) o Z
ovaa000000via, •I N ., /q" NOT TO SCALE Z
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°:i oouonnoon00000000couno°°n°oo°0000ao°° ZI1 dI , TREE PROTECTION AREA SECTION A-A SECTION B-B O U Q COO
8' MAX ,, 7T. DO NOT ENTER r
1Ij(JI ZONA PROTECTORA PARA 18
NOTES: ( ) I 1P-C LOS ARBOLES NOTES: 1. JOINT MAIt1tIAL TO COMPLY WITH CURRENT NCDOT STANDARDS. FOR REVIEW SEAL
Ii
1. PROTECT CRITICAL ROOT ZONE CRZ OF TREES PRIOR TO CONS I RUCTION. CLEARLY PROHIBIDO ENTRAR
��rnI1I1u
MARK THE TREES AND ERECT A PROTECTIVE BARRIER AT THE CRZ. BARRIER 2. SANITARY SEWER CLEAN-OUTS, WATER METERS, MANHOLES, AND VALVE LIDS TO BE ‘‘‘‘*It CARO/ii,
SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. SIDE VIEW WARNING SIGN DETAIL LOCATED OUTSIDE SIDEWALK WHERE FEASIBLE. .�` Q. .. °°
2. CRZ RADIUS IS 1 FT PER INCH OF TREE DIAMETER AT BREAST HEIGHT (DBH). 3. MINIMUM SIDEWALK WIDTH TO SE 6' MINIMUM IF PLACED AT BACK OF CURB. NOT FOR �� = EssiO°• ��
3. IF CONSTRUCTION OCCURS WITHIN THE CRZ, AT LEAST 12" OF MULCH AND/OR NOTES:
LOGGING MATES SHALL BE PLACED WHERE MACHINERY MANEUVERS TO REDUCE SOIL 4_ CONCRETE FOR ALL SIDEWALKS (EXCEPT ANY PORTION CONTAIN WITHIN A DRIVEWAY CONSTRUCTION •- _
COMPACTION IN THIS ZONE. 1. THE TREE PROTECTION FENCING SHALL NOT BE VIOLATED FOR THE ENTIRE APRON) SHALL BE CLASS "A" - 3,000 PSI, s = ) 12 q '-
4. WHERE SIDEWALKS AND PATHWAYS PASS WITHIN CRZ, EXTRA CARE SHALL BE TAKEN DURATION OF THE PROJECT WITHOUT APPROVAL FROM URBAN FORESTRY STAFF. 5. MINIMUM REPLACEMENT FOR REPAIRS IS A 5' X 5' PANEL '{ �J KDI -
REIN RETO ID NFORMAGE CED DEWALOK,THE SHALOOTS. ALTERNATE CONSTRUCTION BE IMPLEMENTED AS NECESSARY. BE
SUCH AS A 2. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. LEI 1 ERS T,, 6. a" STONE BASE MAY BE REQUIRED FOR POOR SOIL CONDITIONS oP '.,mod"--..oiG E� 'g`�.`,
BE 3" HIGH, MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. �'9s �,�i`�
5. FOR ALL TREES, CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE 3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH GTON yip ONH.W►�����`
OF THE TRUNK IS PROHIBITED. DO NOT COMPACT SOIL BENEATH TREES. NO 7. MINIMUM DEPTH FOR TUNNELING BELOW SIDEWALK IS 12" t,J•1 j�j �������������
VEHICLE SHALL BE ALLOWED TO PARK UNDER TREES. NO MATERIALS OR END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. FOR TREE
EQUIPMENT SHALL BE STORED BENEATH TREES. DAMAGING THE BARK WITH PROTECTION AREAS LESS THAN 100' IN PERIMETER, PROVIDE NO LESS 8. MAX ADJACENT GROUND SLOPE WITHOUT RAILING IS 2:1 NORTH CAROLINA
LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE IS PROHIBITED. THAN TWO SIGNS PER PROTECTION AREA. Public Services • Engineering Division
CONTRACTOR SHALL REPAIR DAMAGE TO TREES. 4. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. MAINTAIN TREE 9_ MIN GRADE FOR PROPER DRAINAGE IS ix IN AT LEAST 1 DIRECTION_ MAX CROSS APPROVED STORMWATER MANAGEMENT PLAN DESIGNED BY: DEC
6. FAILING TO INSTALL OR MAINTAIN PROTECTION MEASURES SHALL RESULT IN A STOP PROTECTION FENCE AND SIGNS THROUGHOUT DURATION OF PROJECT. SLOPE 6 2%. MAX LONGITUDINAL SLOPE IS 8.3%, 10% IF LIMITED BY EXISTING
DAY. DISTURBANCE OTHER THAN THAT ALLOWED 5. TREE PROTECTION FENCING AND SIGNAGE SHALL BE REMOVED AFTER CONSTRUCTION. CONDITIONS, OR NO GREATER THAN DRAWN BY: HWL
WORK ORDER AND FINE OF
ON THE APPROVED PLAN WILL REQUIRE OWNER TO POST A LETTER OF CREDIT FOR 6. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF WILMINGTON, BASED ON ACTUAL THE SLOPE OF THE EXISTING ADJACENT ROAD_ Date: Permit# XwauTY CONTROL: DEC
FIELD CONDITIONS. SCALE: NOTED
3 YRS FOR TREE MITIGATION.
STANDARD DETAIL Signed:
S YktlanYr*
FILE NU : 8014.00
STANDARD DETAIL CtTYOF STANDARD DETAIL cmof= DATE: OCTOBgR,2010 GTO"k
DATE 11-22-17
DATE: JAN,20i5TON DATE: JAN,2015 l 1GTO \ i NORTHA Approved Construction Plan
DRAWN:TREE PROTECTION NORTH O TREE PROTECTION NORTH CAR°L CITY of WILMINGTON ENGINEERING
DRAWN BY ISR DRAWN BY BR
CITY '�F WILMINGTON ENGINEERING CITY OF WILMINGTON ENGINEERING ammo: Dix
SIDEWALK PO 80x i830
Name Date CIVIL
DURING PO BOX 1810
DURING w1u+ crGN N,C, 28402
CHECKED BY RDG,P.E. CHECKED BY RDG,P.E. PO BOX 1810 (910) 341_7807 DETAILS
CONSTRUCTION (910 WILMINGTON,341 7807 284I CONSTRUCTION [phone]WILMINGTON, 2 2 TALE �SCALE SD 3-10 Planning
SCALE NOT TO SCALE SHEET 1 of 2 SD I$-09 SCALE NOT TO SCALE SHEET 2 of 2-
S D 1 -09
Traffic SHEET NUMBER:
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,0 0 I oriT:4 I I I I 4 ik IMPERVIOUS AREA REVIEW PLAN N /
\
...0
0 , 0 30 600 tiQIE; i a 0.< 0 (i)
= REFERENCE SURVEY BY: ‘. ECEIvE0 0 ,
_ li: GEOINNOVATION, PC ,....„
GRAPHIC SCALE in feet 1 inch = 30 ft. DATED 06/02/17 .,...._ ___,- R JUN 1 5 2017
BY. w
...........,.....__
....... 1"1". z °
>eye Z z z
Llem (r. Z
0
OWNERSHIP: I- Cl (e")) Lel Z
COUNTRY CLUB OF LANDFALL 0
ii.J 0 M
L L ADDRESS:
0 growC co
800 SUN RUNNER PLACE OC. 0
.
WILMINGTON, NORTH CAROLINA 28405
PID: R05100-002-014-001 SEAL
0011411m/4i,
44
ZONING: R-20-RESIDENTIAL DISTRICT ...1,°). , ...:,
CLASS: COM
LAND USE CODE: 798-RECREATIONAL (PRIVATE)
BOOK & PAGE: BK005872 PG001164 ......z.t.:... ..,\)::• 0::\: i=tte:otR,°/";,,,,1/. .74:''''
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1,2).
oa itS /7
IMPERVIOUS AREAS
PRE7DEvELOPMENT * PQST-DEVELOPMENT ** DIFFERENCE DESIGNED BY: DEC
BUILDING 6,040 SF 12,139 SF 6,099 SF DRAW BY: HY&
CONCRETE 25,695 SF 18,932 SF 6,763 SF nuAuri,00141ROL: DEC
TOTAL 31,735 SF 31,071 SF - 664 SF sc.m..e NOTED
FILE NUMBER: 8014.00
* PRE-DEVELOPMENT AREAS BASED ON PLAN SHEET Cl & C2 BY DAIL 06-14-17
ESP ASSOCIATES, P.A.; DATED 3/10/06 FROM APPROVED PLAN
IN NCDENR FOR SW8 950506. IMPERVIOUS AREA
* * BASED ON SURVEY BY GEOINNOVATION, PC; DATED 06/02/17. REVIEW PLAN
SHEET NUMBER:
Cl

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•
VICI \ ITY NAP
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/ / / /
/ / / /
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/ /
/ / / arm u"
// /j / / ► 21.651 95 11)2 1.86 N
REMOVE EXISTING CONCRETE / / / ► 1.72 W Q N
CURB AS NECESSARY / / , o
TO WIDEN GOLF CART / // / / GRASSED AREA 1.5' WIDE BRICK WALL 1i i
PATH SEE SHEET C2// / / / // 213 v) J
/ // / / % LANDING ► 2.42 2.46 1 221s �) Q 0)
/ / / �/ �_ TO BE REMOVED GRASSED AREA IC o v-
/ '� / - - - - - l / / / / / Z/ ,0 1.5' WIDE BRICK WALL
•
\' /� - MI
- - - � / / ,, ,i, / �'\ ��� / SIGN ► ► 2.61 225 Lec end�`2sg zs1Q
- � J �4- / / '( / / Ni>1
_' - / ` \ - / - a3- - - ) / WETLANDS I l� \ ,��' \\ GM o
c�
�. \- - -- - - 12 - - �, \ I ' , -- -- ■ IX GAS METER
\ - - J // , I I ♦.�♦ S.�♦w®♦�,..� ____ = - - -- 1 � 1 1k2.62 - 2.72 12.6
/j I ' hi! ♦♦♦ ♦♦♦ ♦ '° - - - ® BRICK COLUMN
ylk ® ♦ •♦•e 1 DI DROP INLET
O� J - , / / �♦♦�. • � I _ - BRICK PATIO
LAKE ♦� • I COVERED PATIO i4\ ---
- ' -1 - /�i/ 1♦♦♦♦ = L. WATER VALVE
\ _ _ - - ' ki
/ /ii. �I♦♦♦♦� r - -u -I GRASSED AREA 2
\�j 7j _ / �� i ' -7� 1 ♦`♦:♦v - - - �� ll1l I I ® CATCH BASIN
\ i . •VS/ / / /fit `"t\ ♦�♦♦'�♦+�,,• I I 15" RCP REINFORCED CONCRETE PIPE c�
o a
�j�.7 "� Wo
s9" 2 ♦•`"♦ LANDING I I
i ���• ` ♦•♦•O I I AIR HANDLER Li FLAG POLE Q o
_- - - p r! 5 �-♦��♦♦0 ..ow.♦ ♦• ♦♦♦..10 vc\ L ELECTRIC BOX
��� G�� $ %*?.%% •S�1�"♦0.. � OVERHANG • BOLLARD/ ♦ _ 1 STORY BRICK BUILDING• •. ♦♦♦♦ ♦. A,**4.♦♦♦♦♦♦♦♦♦•♦♦,�'�i♦♦® I f " \�� © GREASE TRAP
Q
_- - - WOOD RAIL p , ♦♦♦1 ♦♦♦♦♦•♦4�♦ TRASH COMPACTOR
rj,
_ r- �. ' , ® IRRIGATION CONTROL VALVE (�
A.C. UNITS _ -z /. i ; r <4.o♦S♦ •♦♦♦®♦♦♦♦♦A♦ •♦RAMP ♦� J� IIg ss��
i _ i i >o. ♦♦♦�♦ WIDE BRI �'WALL - cri
- Wig. ®. t •, Z WATER PUMP Lk ea
2 CD (3
1 ♦•♦ ♦• ♦•♦♦ ♦♦ *A 4 , FIRE HYDRANT GRASSED AREA �� / / \ '4 ♦A. O
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SIGN \ #♦♦�♦♦���♦♦�♦♦♦♦♦♦♦♦♦♦. �'% �` �T A n -UGELEC- UNDERGROUD ELECTRIC WIRE -4
•43 `• �'� \ �►•�♦�.',t.o7 S'�♦®��♦�I• _ r-'- - � LOADING I CO) (.3
/ C CLEAN OUT s�
Nk
/ 4. ♦ ♦ ♦�° ♦ - - -it -� I DOCK o >. �
• e. SPRINKLER HEAD
�' / \ ♦ ♦♦ 0 1♦•♦ I '�"�' CARPORT \\\ C� . . •.
120�s :, �E \♦♦®♦S♦♦ ♦ ♦♦��,• :23.8‘2)-1
1.5' WIDE BRICK WALL \\�f © ZFOP ♦S♦ ♦ , ♦ I \ 1.5 WIDE BRICK WALL WITH LANDSCAPE LIGHT<< +20.ss R� \ 1•i ♦ .�o� +z4.2s �\ G� Z
-• \ �p ���G • . ♦♦0�•2 �s+='•'. \ +23aA CHAIN LINK FENCE ON TOP4 U// u \. \ ,� �' 0v\� 21 p�6 / ,�:♦♦ , < (\ I - - - ► \\\\\`��C� LIGHT POST V
/ ,4 JT \ E�e� _ •� `_► N g_. 1 GRASSED AREA
�^ � N
Li
\ F / ✓ "'• • aI \ , ASPHALT AREA
\ ♦ I III I �I� l ► G L.
/ n ` \ ' I. ( I 73.7,
�/r CONCRETE AREA
/ / 1 N I ?c I 13 3z �� W �C
CC
\ �C ,
20 88 +2 \ ' o \ j %., \ .III : I \\\ W w CC
/ w. �--/ ♦��♦♦�� "\ / i i \\ f'�.s3 GRASSED AREA \\\ \ 1.5 WIDE BRICK WALL ®♦♦ CONCRETE AREA TO BE REMOVED
/ ♦♦ ♦ �� j ` it �\ G
12<,, *0'..‘•'• • \7 \ ) - 4
GRASSED AREA / 384 D0O
\ #11.1 ��♦♦♦♦♦�s� \ \ •� �� \ 3.g5 \\\ � do �o `�
.mac : , SPOT ELEVATION 4. ° � 0 7�
� �'� r. Off♦•♦♦♦ � M aC � �. + 22.45 ��® 4 ,° ° ° �©�
♦♦ ♦♦♦ \ /. RIM=20.60 \ s3 -� \� 346 \\\ C� o a • Ve If.
1 , '�`46♦i,♦t. / INVERT=18.26 3z�\ �/ \�
1.31 / 6 �\\ y, 311 GEOTECHNICAL BORING
la:
\ RIM=21.36 co\\
1023.o0 a
INVERT 15.45 \\\\
► Q°
<; y 22.27 . \\ ` ;; ": 2g \\ • �oNooeN° G�:1474:.106
\ - i S5 �r RIM=17.28 ��1�ers mac t®23,10 q�/' j �� \\\ n i INVERT- 92 �o� S'
\ / �. f2244 +22.65 ���`" Q 44 =14.
/ -�� ^ \� \\\ \ Gj
/ 7`23 01
V /
m / EDGE OF
�E�, 12178. +• _22• ��... \\\. / \\ NOTE
,i , P i' Is��\. � PAVEMENT V�Q // 111 ' G 111 =17.71
AVE
EXIST. LIFT STATION e . $ SCORE BOARD R �� �\ 21•5s v'// g INVERT=14.72 1. EXISTING U77LITIES I.E. ELECTRIC
`/ RIM
\\: "1z3. �\ �S j _ TO BE REMOVED AND CA �� �� m �II HEAD , 7RIC BOXES, SPRINKLER
RIM 21.24 47 v� � �� // �, III S, LANDSCAPE LIGHTS, ETC., TO BE RELOCATED AS
INV. IN 16.97 �\ Z �\ON / RELOCATED SEE .N.� �`°// OR CLUBHOUSE REN
INV. OUT 18.59 �\ : o\ 0GP/ ARCHITECTURAL DRAWINGS \\ // REQUIRED/RED F OVATIONS.
BOTTOM 15.18 * �'/ `. \ //
�\ PPP�O/ 121.34 # .. III
BAG DROP RIM=21.06 V j .. \CZ I �3 `):1
�S"� o
o\ / TO BE REMOVED AND INVERT=13.87 j 1 // �2 ' Y"`�
RELOCATED SEE / AP OVED ` '����� w
ARCHITECTURAL DRAWINGS
//1\I
A 2 2 2006
\ RIM=21.06 SIGN NORTH CAROLINA ENVIRONMENTAL
INVERT=13.87o MANAGEMENT CaMMISSION rn
� GJj�_��p_
\ DIV SIN F AT QU ITY
BACK OF CURB
FINAL DESIGN
NOT RELEASED FOR
CONSTRUCTION Lo
CAL NI ONE-CAL o
GRAPHIC SCALE DIG
s0 0 1s so 60 120STOP This drawing and/or the design shown are the 0
property of ESP Associates, P.A. The reproduction,
alteration, copying or other use of this drawing
800-b2-4949 without their written consent is prohibited and any o I
( IN FEET ) A infringement will be subject to legal action. 4 *6 m o m
•
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NOT TO SCALE / / / /
/ 1 / /
/ / '/ I( /
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RETAINING WALL ' / / I CV �wo
(BY OTHERS,) // /r_ -' l/// ICJ ► :2212..675v, 121.ss +21.86 21.7 („) W N1(31
/ / / TEMPORARY SILT ► ► 2 N�, / �� FENCE 1// / �� LIMITS OF DISTURBANCE GRASSED AREA/ / (TYP) (3 -/ , , / ► U � ``
+22.42 +2 +2 .
2.46 2 ig
TEMPORARY SILT FENCE / / /
/ Y �, i GRASSED AREA "� o
TO BE LOCATED 5° /
/ \ MIN. OFF-WETLANDS / // / , ���
4 IN iv
SITE DATA Q
/ ► +z s1 +22.ss 22s1 +22.25 89.38 ACf Cam)
\\ _ _ _ / ► TRACT AREA 0
i \ \ }4 - J / / / \N' \ (PART OF GOLF COURSE INCLUDED IN TRACT AREA) O
/ \ - \-- / J/ WETLANDS I I w
' DISTURBED AREA 0.64 AC
- - - :�� +, y + + + ZONING R-20 Q
- 6" INV. 13.Of -�. ,,,// �- - 1 22.s2 zz.�2
22.6 LAND USE CLASSIFICATION DEVELOPED
yam\ "-y2" IN�: 15.5.t- ,' ' l TAP ROOM - GROSS BUILDING AREA
1. _ _ EXISTING BUILDING
315 SF
®*- - 6" RD F.F. 24.6 I COVERED PATIO �- PROPOSED BUILDING 37,�435 SF/0.1 AC
LAKE �o-- „ + - = i -_...1 I GRASSED AREA TOTAL 40,750 SF/0.94 6 AC C W� 4 SSGO- � - -1� � y.�....
\ jN G__15. .,%'
TOTAL BLDG LOT COVERAGE
" i� �/ -� I (0.94 / 89.38 X 100) 1.05% o a z
� / Q �n
SAWCUT EXIST. CONCRETE AS NECESSARY \\/ r - ' _ , ; X = =:03 D I.8•3MEN'S I L+� IMPERVIOUS AREA (PRE-REDEVELOPMENT)
TO INSTALL SANITARY SEWER, RESTORE TO \_ /tz. . co 219 TH 1 I LIFT STA TION(SEE DETAIL)
,v �; . .a� BUILDINGS 39,200 SF 1-
ORIGINAL CONDITIONS. (TYP) �� � ' f'�.*���l `` I I AIR HANDLER 51,400 SF k 0
/ -/�P `- CONCR��TE
0 . / `��i�► �4, xiviiir. 1000 GAL. GREASE TRAP (SEE DETAIL) L
IMPER�lOUS AREA (REDEVELOPMENT) W zBUILDINGS Q% f '� 'ems �� OVERHANG 9,060 SF
830 SF
„ , ffl
i/ 119.34Illta. 5 z,-I
4 SSCO / , �7- �R - .s;J!a" v� ,♦ \ 1 STORY BRIK SUILDfNG r- CONCRETEINV. 16.1 / - // /.fj/ \ �. �1* _ ■ I F.F. Elev: 24.57' I j IMPERIOUS AREA (TO BE REMOVE 1.401.. 'CC
�i'i�� O .�;; ' ' • '' 1- = ; I it CONCRETE 10,360 SF k4 V► l+J
/%i =�%ice �° �ii"SSCOit 0
- - y. /sri. ` I 4"SS SERVICE ® 1.090 MIN. I ��'� IMPERVIOUS AREA (AFTER REDEVELOPMENT) Z�, Z ,
- - - -_ -�/ / , �' "_,,0 _ 1 a INV. 14. 7 1g : 1 - - -L E 4_ ,]�,'•,, EXISTING BUILDINGS 39,200 SF/0.90 AC �"` O
- _ -- - ` / �, ,, o +20.�3 O �s •
(MIN. 3 BURY) ,C EX/S71NG CONCRETE �0 Z
✓.i I I A �� 41,040 SF/0.94 AC
- - - _-J ., ;'' . a a . 4"SSCO ' • NEW CB - - - _`. PROPOSED BUILDINGS 9,060 SF/0.21 AC I j
A.C. UNITS �� 4r � 6 AO
2d� ►�; PROPOSED CONCRETE 830 SF 0 02 AC N
/;,�;�• � / •� INV. 15.8 �` ��, 1 RIM 19.5 TOTAL IMPERVIOUS AREA 90,130 SF%.07 AC �j0 V
�► j. / / •� A C� I IINV. 16.3
---4. 1. + ';';1;/' �� 21.0�/ /:_� 4 S QP�z�„s EW CB • "0 s9 n �GJT =k. s . a TOTAL IMPERVIOUS AREA PERCENTAGE U� (n
/ GRASSED AREA �i�i _ 7: N �� . �j n 2.07 89.38 X 100 'J
5 RIM 21.0 • T d ( / ) 2.329 �..�0 U
/ l�• afo M1 RO 21 INV. 16.6 ��1i� _ r a t PARKING 01,...
s�
t �ir / 0 21.4 +zo �" .o� •
- �� Q° G . I PARKING REQUIRED �� �►
/,, ( @ GO ��. + -r ` - - - -� I - - ---�==1- s - - - PARKING PROI/IDED
+2� ,,, i�' / �R�GR`(� A. 55 16 5 ` 21.30 ��. / - / N 6
\\ - ° 277 (nt1°
�i `�`� '�' CARPORT \\\
CI 8 �� \ ,.........,
+2 / \ill / �1�' �P�E (71i0.01111" �' ` �/ I +24.2s �\ NOTE C,a
._________ 7 ( 23.8i .
CI' �..--*". ' /2 ir; ,
I \ S� ��® �� / - 3.82 1. CONTACTOR SHALL FIELD VERIFY SIZE MATERIALSLIMITS OF-- `,► \ \ w ,L.�, �CQ / � nr_L,,: J f . ; GRASSED AREA LOCATION, AND INVERTS OF UTILITIES PRIOR TD e
_ INSTALLATION. 4,
DISTURBANCE,(TYP) ►� \ e,�• ,�2 2� / r
� _ ►� r&-1cT �\ �6 �Fy / / 1. - +z4.
`� �I 2. ROOF DRAINS TO BE MIN. 6 SCH 40 PVC CO 1.0% k.
20. 4 `,�� J�JT \ F • S-Cr \\1 NIc.\i ` , �Alt �,� °s
\. \ ��� p / / �\ Vrily� / \\\ ' I �I I I �u I 3.77 ► �� MINIMUM. w
3 \\\ W o
ct
GVit \\ 2
i2088 \I:1'N
e +?1 ,s \ /!\ / / / / \ %fhak` IIIGRASSEDAREA �\ L� �,���`o CAI `'`'`. / 21.93 ` 9e ../� 4 *�" _. ." \ / \\ 'TA& / III \ GRASSED AREA I +2384 �\ Qm
/7. / ) - 12" R.C.P \\ ION, . \ , /// / \� \ 23.55 M y�\\\
�T
® I
-< n � Lec en d °
G q 0
AVIWn
RIM=20.60 OA 1 22.53 98
J j INVERT=18.26 \\ ®�� •
+iliiiiii. 4•21 t. t \TY,/ \� 4-2311 \\\ • . abo �,
6"SSCO ! RIM-21.36 ' �'o\\� �® / 2300
4( �\ •--21.4 PROPOSED SPOT ELEVATION ®�, '•. Q° �°'
14 �/ \'y i 23.09 ► \\ 9y9 aef.•oa• �s A9+►
INV. 18.6 / p INVERT=15.45 \\ ������` \\\ + EXISTING SPOT ELEVATION '�aoo " �Qj'iC' „�®
p 21 4
- i / 22.2� \ �•�, �_ +23.45 _ +2 1,-.�\ . RIM- aoonlmo
5
,. .. \�•!`. j / +23io �y� - - x TEMPORARY SILT FENCE 9"/C�-06.
1����► +zz.s ��� c. :a, INVERT1 14 92
�. MATCH EXISTING _CONCRETE �� + \A,r \ 5 ! LIMITS OF DISTURBANCE ca s
\ ,f V i +23.01 SIDEWALK GRADE 22.0 ► \ 1 // \\\
i� EDGE OF i \\t PROPOSED 4" SANITARY SERVICE
j \ +22.0 �� � /�
\ i / 4 �� \ PAVEMENT i
i :� �� 21.7g 7s,,�� Q // 111 111 _ RIM=17.71
�', P�/ \ <+21.ss / PROPOSED 6" ROOF DRAIN
fr/I 'ch ,� �� / RC c' / ,�� INVERT=14.72
EXIST. LIFT STATION � S !� �� � , � �'// �� p
f23 \ �.\ / ��\�\ . III
RIM 21.24 \ 47 vi' % ��� h// ®����� CONCRETE AREA TO BE REMOVED
INV. IN 16.97 Z �� �� �N / 11)) ik•rAk..r.A.,
-
INV. OUT 18.59 �\\ o\ \OGP� PROPOSED CONCRETE
BOTTOM 15.18
" �` PgPR/ 21.34 -21.06 ce \ CATCH BASIN W/ INLET PROTECTTION o
6 INV. 18.56f , / T RIM //.
FIELD VERIFY .\ /
o / PROPOSED 3" WATER SERVICE INVER i-13.87 , �// /// lu
S
o (MIN. 3' BURY)=IC 'h//
/ � ' RIM=21.06
\ PROPOSED 6" FIRE SERVICE MATCH EXISTING CONCRETE INVERT=13.87
,,/- (MIN. 3' BURY) SIDEWALK GRADE FINAL DESIGN
\ BACK OF CURB
SAWCUT EXIS77NG ASPHALT/CONCRETE AS
\ NECESSARY TO INSTALL WATER SERVICES. NO`T RELEASED FOR
RESTORE TO ORIGINAL CONDITIONS CONSTRUCTION Lu
.,
CAlt N.C.OtE t1 O
GRAPHIC SCALE BUOREYOU0IG
-- a s ao so 120 This drawing and/or the design shown are theSTOP
property of ESP Associates, P.A. The reproduction,
alteration, copying or other use of this drawing
800-632-4949 without their written consent is prohibited and any 2 0
( LN FEET ) infringement will be subject to legal action. ti o g (� t
1 inch = 30 ft. A MY Ng ESP Associates, P.A. ° ki
j p m o m V
? J F o y
11 - ilii o Q �" Q W
o o v
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VICINITY MAP
NOT TO SCALE / I / // /
/ 1 /
/ I1 II /
I I
11 )
/ / / Z
/ /
// / �I//// V W N
/ cc 0
/ / / /V ^�
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// �// / // �` ' GRASSED AREA V
/ / / ,y .0 v�
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// // // / y �, /j_ GRASSED AREA Q J
/ / / / // , 36'
Q � �
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^ , _ f/ �a- — — — _ — — -J ( // ,I, •� ( / / �\ 01 0
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ICC
/0 i ro _ r ,_ ._ ___ _ ___ __,, „,_
-1 _ 1 , _
u ICJ A-/, L. N TAP ROOM c,,, 1
w� F.F. 24.6 I COVERED PATIO r-� -�\ Z
/_� _ �� do,
_�.....r�--� I r z — �— 7 GRASSED AREA
„�
•
I
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/ — - ' --16— / 4 ` b z �. MEN'S I L — J I N
/ j . A 19TH Q o
no.eft. Q
/ , �7� G�//�,�' �/ N 1 STORY BRICK BUILDING —�(xi4�� o
/ i `o' 4.� ��. 4' F.F. Elev: 24.57 •
I- z,,
a
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BACK OF CURB MAR 3 0 2006
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GRAPHIC SCALE BEFORE YOU DIG
STOP This drawing and/or the design shown are the 2
30 o 15 30 so ,so property of ESP Associates, P.A. The reproduction,
alteration, copying or other use of this drawing
800-632-4949 without their written consent is prohibited and any o o ��
( IN FEET ) infringement will be subject to legal action. `j• o • °z
AU oA o
1 inch = 30 ft. Ulm D ESP Associates, P.A. _ 'u • ..... o m N W
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6. ¢O 0 U

2" DISCHARGE PIPE (BY GENERAL) ELEC. NOTES & SPECS. TEMPORARY/PERMANENT GRASS SPECIFICATION
ALLOW OUTSIDE SPACE IN 6' W E.S. FABRIC STEEL "1" POST
EXCAVATION TO CEMENT DISCH. PUMP POWER: 230V, 3PH 8 W WIRE MESH
WIRE MESH FENCE 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER `
PIPE IN POSITION (BY OTHERS) CONTROL POWER: 11OV, SINGLE PHASE ADVERSE SOIL CONDITIONS. r �"
CHECK VALVE IF READ BY LOCAL _ CRIMP RING CONNECTOR 2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. ti "" �, g
STEEL OR WOOD POSTw >
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
CODE, SUPPLIED BY NOTE: ■■�■■■■■■■W z _ SYNTHETIC WOVEN �,� °P q H
r•r's';?I■■■■■■W g WIRE MESH FOR STANDARD FARIC ILI: FABRIC SMOOTH AND UNIFORM.
AT CONY. OUTSIDE 1) •
CONTRACTOR SHALL VERIFY AVAILABLE POWER, ilf�.%%'s%:R■■■■■■W _� _ 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL. u
LOCATION0 Pi�?i:X4s■■■■■■W _ ' v
VOLTAGE, EIC. PRIOR TO ORDERING EQUIPMENT & N� STANDARD OR EXTRA STRENGTI NOTES:
�'' '� �'■■■■■■W MIN. 14 GA. 6x6 MESH o m - I . = LIME: 45 LBS. PER 1000 S.F. p V
�_�� ,■■■■■■■■■W CZ FILTER FABRIC o PHOSPHOROUS: 20 LBS PER 1000 S.F. n
��----�■ ADJUST CIRCUITS AS READ. W/ENG APPROVAL. ■■ FOR STANDARD FABRIC I
■■■■■■■■■■■■� X - 1. FENCE MESH SHALL BE MINIMUM I a ' U "' °q d ~•PUMPS 2 CONTRACTOR SHALL VERIFY WITH OWNER & /■■■■�:'r.�.'s:�Il1■■■■W `" Q " i0 I e. FERTILIZER: 17 LBS. PER 1000 S.F. c4 S( ) �.�, ) �■■■F:ef;%:",,� 32 IN WIDTH AND SHALL HAVE FILL SLOPE �" 'UTILITY COMPANY FOR ELECTRICAL SOURCE. _-. ■■■■W - A MINIMUM OF 6 LINE WIRES �' 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED ; ":
Arcilpti
��_ �� WITH 12" STAY SPACING. ' �. IS PREPARED 4-6 INCHES DEEP. �;;:■■�, �•.-%ii■■;;: _ _ oo _ \ DIRECTION OF WATER FLOW ,,� rij a
♦ �_ ��� n� 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
��� �, i GROUND LINE a,
I 2. FILTER FABRIC SHALL BE MIRIFI �, -„ •yi��ncrQ•�� 2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
TANK ir
�`\ "� 140 OR EQUIVALENT AND SHALL '1G'�i "' CAI°iliP�
ANCHOR FABRIC SKIRT 1 ADEQUATELY FASTENED TO "� 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. ep
4" DIA. z MIN. 8 DEEP & 4" WIDE. THE FENCE MESH WITH CRIMP- I IN ANCHOR
DOWN & 0 OUTDG GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F. �'
- ING CONNECTORS. 6" 6" WOOD CHIPS AT 500 LBS. PER 1000 S.F. _i, i #11,,, 1011.
N JUTE & MESH AS PER MANUFACTURER 1T1 ,;p,
ACCESS I 3. STEEL POSTS SHALL BE 5'-0" I 8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION ANDAPP I
HATCH, I NOTES: LJ
1 IN
"T"A S BE ION TYPE SELF AND LI150AGAL. PER TON T A RATE OF 1OF0STRAW P OR ANCHORING SER ACRE FOR OTRAW STABILIZATION,PE
36"X30" W/ �.
BILCO MODEL SM-3 9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
OR APPROVED 1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH SIDE VIEW WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
EQUAL 4" PVC VENT AND 50 LB/IN FOR EXTRA STRENGTH. AND SEEDING RATES.
W/ GALV. SCREEN STEEL "f" POST 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND
4 DIA. 2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS 3' STAKE SPACING FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
NOTE SEE PLAN P LA \ ALARM LIGHT, MAY ROTATE 90d INCREMENTS ARE NECESSARY, LAP FABRIC POST TO POST. /� /\ 11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
FOR PIPE ORIENTATION 3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE 20% CARPET GRASS
w .. CONTROL PANEL,NEMA 4X BASE MODEL SELF-FASTENER STEEL ANGLE TYPE. N ■. 24%
VENT o #10-1125 PLUS AUDIBLE ALARM-co , DRY CONTACT $ 20% BURMUD FESCUE
■■■II■■■■■■■W
■Ir,!s� ?I■■■■■■RI
HATCH U AND ELAPSED TIME METER WITH 4 FLOATS 4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND 1lF i%•, ■■■■■■III 10% CREEPING RED FESCUE r^
HANDLE 4" IN DIAMETER. FABRIC SHALL BE FASTENED TO L'.'�1`:;% %`■■■■■■III "J
6" MIN. W o CONDUITS) WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE -�Q_n__ j�'%''^� '■■■■■■W MIN. 10 GA. WIRE 24% ANNUAL RYE GRAIN /...
UNISTRUT,HEAVY DUTY, HOT DIP �ALV. 1" �2 MIN. 7■■■■■■■■■■■III ON 6"X6" CENT. *BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER r7
LONG OR TIE WIRES. /■■■■■I♦■■■■■■W V O
FRAME, 30" BURY, 12" DIA. CONC. ENCASE. o
EL 19.5 ± _ II - - l■■■■ .%'�'al■■■■ill PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
r ` -
�► E air = '.• W� TEMPORARY SILT FENCE ■■■�"- Anum�
��-<<•- � GERMINATION SHALL BE A MIN. OF 85%. w
•
UT _ w "� BRACE AS READ, NOT STEEL "T" POST 1■■11mft
11M='%''` ■■■■m ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION ~ W (n o
RAIL LIFT OSYS. '`� TO EXCEED 6' NTS ��� ��r��`��� OF GRADING. V ( , c)
'' '' \/ \j i CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR �u
*� :"� 2" CAST IRON CK VALVE
` y ACiDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
NOTES: OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO '� rn
STEPS, 1. SIDEWALK THICKNESS BE 4" UNLESS NOTED OTHERWISE.
© 12" O.C. y ''� al. ''VC 2. CONTRACTION JOINTS �CSPACE SAME AS SIDEWALK WIDTH. SILT FENCE WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE. i
3. THICKEN SIDEWALK TO 6 AT DRIVEWAYS. ® O �'•-
•• I : 4. THICKEN SIDEWALK TO 6" IN LAST 3 WHERE IT ABUTS PAVEMENT ® O O N.
-- I • r Q 1 I 8 WITH NO CURB. PLAN VIEW
SYSTEM �� 1 8'R TOOLED
BRACES ;,: 5. 1/2' EXPANSION JOINT (EJ. REQUIRED AT 50' MAX. AT SIDEWALK / 0 x ( JUNCTIONS, AT STRUCTU5R=S)AND AS NOTED ON SITE PLAN. JOINT `t
?�. I2" 6. PROVIDEPARALLELING CURB OR1S�tULDG. FELT
LT BETWEEN WALK AND ADJACENT U
' z F.M. SEE SHT. C2 7, REINFORCE w 6x6-10/10 W.W.M. FRONT VIEW TRAFFIC RATED TANK
PUMP DIS. -' • . `.:� s FOR CONTINUATION /
_ REQUIRED IN TRAFFIC AREAS MANH❑LE BARREL ❑SECTI❑N
,, �:�, 1/2" EXPANSION EROSION CONTROL MANH❑LE MANH❑LE C❑VER
,�; �. JOINT MATERIAL
EL _.\ -NO i
EL 1561 4 z ��` � j� ? . 2 ' TEE CURB 30' MAX. SPACING EXPANSION JOINT (E.J.) AROUND DROP INLET
C❑VER
EL 14.8 3 - t (2), 2" GATE VALVE 1 NTS AIR VENT
2 w.� [-lin
1/4"x1" DEEP w/AN INLET
'�� :'i ' , „ 1 IONS TOOLED JOINT
�, , , .:. . 5 -0 DIA STAY-RIGHT _ _ OUTLET7
EL 13.0 1 :��, °" ( a,' 8 N- PRECAST WET WELLIN inabornimm 4" CONC. SIDEWALK
•.. Lu
y, .., g_ .•;,• 1 OR APPROVED EQUAL w 6x6-10/1 0 W.W.M. INV, 16.0 4-WAY TEE - INV. 15.8 U a
EL 12.5 :. P q u n i ,� .�' 0 NWL 1 a o v
a
" 5'-0"`• STAINLESS STEEL RAIL SYSTEM 111 CONTRACTION JOINT (C.J.) GR❑UT 6"x4° TEE o
5 0 ZOELLER #39-0031
�° N GROUT o
L 3/4 STAINLESS PIPES FOR RAILS BLDG.-STRUCTURE 2 CD
S I CT 0 \ (2) ZOELLER F841 PUMP OR EQUAL x x x x TOTAL
APACI000 GAL, 6, - CD
4 ALARM LEVEL
SIDEWALK JOINT DETAILS _ ASPHALT 2-WAY TEE
13 1 TURN ON LEVEL, TWO PUMPS NTS \ Wm,�� ����� (DUcy_ SWEEP)
- U SLOTTED FLOW-THROUGH '�
• 2 TURN ON LEVEL, ONE PUMP ' ' O W
BAFFLE
1 TURN OFF LEVEL Z L_I FT STATION o
(/�
SEE PLAN FOR PIPE
ORIENTATION 4" $" 1 Z
-
STABLE BED OR ROCK GI ®
lb
NTS
�� TURN DOWN SIDEWALK GREASE TRAP ca
EI -- •
.. 11��111� NTS NTS 0 V
" 6 15 16" � � X � ' X
/ I �. 4
TREATED LANDSCAPE I I °, , I I �_��� 2 ASPHALT N U
TIMBER '� uIi CASTING TYPE "l" N.C. DOT SPEC. Z
GENERAL NOTES: , J■ NOTE: USE NEENAH Z
R-3402-E FOR CATCH Z
`� FINISHED 1. ALL CONCRETE TO BE 3600 P.S.I. "����� BASINS AND R-3402
GRADE 7 7/8 - _ " COMPRESSIVE STRENGTH. FOR YARD INLETS EXISTING PAVEMENT
,> :. �I 3/8 / ' EXISTING PA I/EMENT Ca
0
17 3/16 I 14„ 2. MORTAR JOINTS SHOULD BE BETWEEN 3/8"
1 AND 5/8" THICK. 1 .'
"/XVXV VX 7 \\'Xy,'\\- X\%\N X\ \ 3. BRICK MASONRY DROP INLET NOT TO BE /.►A!�IA��IA�!IAA,�IAA��IA�!�IA�;�IA►4IAA.4�IAA� A
1 1 1/2" USED IN L_O RiiTIONS SUBJECT TO TRAFFIC. \ \ +'*1:141*j;## 0:::::::$11�iI VP"iti+r \ W
8" ; � i rr M d rr rr rr
4. JUMBO BRICK WILL BE PERMITTED. \/\o/ I,rrs rrr r*r+rrsarrss rrr rr r4 rr rrr srr rrr� s* as+\\/
CONCRETE BRICK OR 4" SOLID CONCRETE \ \ \ \ ♦ �r� �\✓ ,' tir r \rr`\ L, >
.. sr_ ss.� e k s*r!�+1:04*r�.r r�'�"r�!. M . ti
AIR
GAP I
BLOCKS MAY BE USED IN LIEU OF HARD \ \ \ `� ' \' ` act
p 9 7/`8'� r COMMON CLAY BRICK. 4" L ►� \`\ `\ (\ /" �'�
\�/ j` ,�/ \��/° ��'' /� , o �` �" 6" COMPACTED W o
\ \ /��`/w��i/�o�}/���,����}�y,��,�`i�� \\\\ \\\ MARL BASE
0' 5. ALL PIPE IN STORM DRAIN STRUCTURE TO 2' 0" \/,////,•/%/ j/�},%s/'�} {\,.` ��s �j/ �� /// fir//' °a®�egc��G�Fcr J�
Iii
CC 5 , BE STRUCK EVEN WITH THE INSIDE WALL, 8" �� �� 8" \\ \ \\ ,\ '` v v t
Ov.,
\\ \\ \\ 0°° C�, ��GROUTED AND BRUSHED SMOOTH. ALL SLABS �� �� / / � /�j/�}/ / /j�� f ,� ,, °° °4" PIPE / ,Q SHALL BE FORMED. ,�, �� \ �\ � h/�Y �}�i �/ °\ \ \ � ",� '�
1 �4"-45° BEND EE I PIPE //\//\//\ , /��/� i�/��`�• / /�G \\r//\\' j DITCH LINE sr'I r.
w 18" NIPPLE & ■■ / / / i�/ice///,,,i/\off//}�/�i� ;\ / /\�
a_ 4 PIPE I \/j\a,,�/\/ //,< 0��`���/`�%rrr�y/,, /\ ,�
o GLUED CAP \"/,/\ /y / > . / \ \/\/ P,.,-fir ••e t`Nh'®0
es
\\ \\/ s�� Mill
' ;\/ \\/\\�\
4" WYE 1 SECTION X-X `�//\\//\\ ' PIPE . \\�/�\//
./ef ''‘ s, /*/)///` cn
STA\ DA C L =A\0 UT CATCH BASIN DETAIL \��!"`\`i' ` __471IF1
. _f� � ; \/i;�/
NTS NTS \S/\/*VI"i+�r ���' \%/\�\/
\\.' \//\//\///\\//\//i\1\�'j/�\
PIPE WIDTH 3-24"
TRENCH BOTTOM
COMPACTED GRANULAR MATERIAL o
IF REQUIRED BY THE
ENGINEER 1.&,
a
NOTE:
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.
I
PAVEMENT REPLACEMENT
NOT TO SCALE
d
Z
3 This drawing and/or the design shown are the
property of ESP Associates, P.A. The reproduction,
FINAL DESIGN alteration, copying or other use of this drawing o 0
without their written consent is prohibited and any o o� © z
NOT RELEASED FOR infringement will be subject to legal action. o^ �-• Et m m41
1 ESP Associates, P.A. z o w z
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MAY HAVE 2 SIPHONS IN ONE KIR e � I " .1 � �, Im � � I . , . - , , ., , , . "
// 1, le, --, . ,�, mm I � 11 �ml I I _1\ � --- - I 1, / I
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SUPPORT OF FOOTING. AND ONE IN THE OTHER WEIR, OR ALL .1 - , �� ,��' � � I � ", ­:�-,"', ,
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ISHEET TITLE
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DETENTION
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JDATE: 06/08/95

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