SW8151201_APPROVED PLANS_20151209

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 a0
DOC TYPE ❑ CURRENT PERMIT
2,APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 2( T I p 0�
YYYYMMDD

SOUTHPORT PRESBYTERIAN CHURCI I
EXPANSION
1025 E . MOORE STREET
CITY SOUTHPORT,of NORTH CAROLINA
CONSTRUCTION DOCUM NTS
D C MB R 2015
OWNER/DEVELOPER: ARCHITECT:
SOUTHPORT PRESBYTERIAN CHURCH URBAN DESIGN ARCHITECT,PA
FOR. 1025 E.MOORE STREET P.O. BOX 10537
SOUTHPORT,NC 28461 WILMINGTON,NC 28404
ATTN:MR.MICHAEL HILL,VICE PRESIDENT ATTN:MR.JOHN URBAN,AIA(910)256-5076
SOUTHPORT PRESBYTERIAN CHURCH ENGINEER (CIVIL):
PARAMOUNTE ENGINEERING, INC.
1025 E. MOORE STREET 5911 OLEANDER DRIVE,SUITE 201
WILMINGTON,NORTH CAROLINA 28403
ATTN:JEREMY BLAIR,P.E.[phone]
SOUTHPORT, NC 28461
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY SHEET INDEX
SHEET NUMBER SHEET TITLE
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED %P C-0.0 COVER SHEET
EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT Ave.
C-1.0 GENERAL NOTES
OF EXCAVATION OR DEMOLITION. w
CONTACT "CAROLINA ONE CALL"AT \ Sb C-2.0 DEMOLITION PLAN
epg�.d
1-800-632-4949 �1\ \�kq C-2.1 SITE& UTILITY PLAN
CONTACT THESE UTILITIES -_ C-3.0 PH. I EROSION CONTROL PLAN
UTILITY CONTACTS ROAD INFORMATION \\ ,,,r C-3.1 GRADING, DRAINAGE &
EROSION CONTROL PLAN
AUTHORITY: NCDOT DIVISION 3 DISTRICT ENGINEER j
GAS ADDRESS: 300 DIVISION ROAD �7¢ / �o\`\ SITE
OPERATING AUTHORITY: PIEDMONT NATURAL GAS WILMINGTON, NC 28401 yY C-5.0 - C5.2 DETAILS
ADDRESS: 1321 S. 10th STREET CONTACT: BEN HUGHTS x / �" L-1.0 LANDSCAPE PLAN
WILMINGTON, NC 28401 PHONE#: [phone] I 5
PHONE#: [phone] EMAIL: [e-mail] -- 0-" ! �� l5Z�/
w
WATER& SANITARY SEWER ZONING INFORMATION �e \F \ ___cage F Dr
OPERATING AUTHORITY: CITY OF SOUTHPORT AUTHORITY: CITY OF SOUTHPORT, NC
ADDRESS: 1010 N. HOWE STREET ADDRESS: 1029 N. HOWE STREET,SUITE 100
SOUTHPORT, NC 28461 SOUTHPORT, NC 28461
PHONE#: [phone] PREPARED BY: �l �P
POWER
OPERATING AUTHORITY: BEMC \ / r
•n ,
CONTACT: MR. CLAYTON RIVENBARK , Church hunch es
j � ' a
PHONE#: [phone]X5335 PARAMOUNTE
yam.
TELEPHONE — \ � jt _ SEAL
OPERATING AUTHORITY: ATMCco$�F 02SB52 - E N G N E E R i N G
PHONE#: [phone] C
5911 Oleander Drive, Suite 201
v�
-''.,, � g�-?;.''',)S Wilmin on, North Carolina 28403
mmwmftbdavL
LOCATION MAP t'L� [phone] (0) [phone] (F)
CA bdon yrD1 AS (NOT TO SCALE) NORTH NC License #: C-2846
PROJECT# 152300.PE
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION

, �.
COORDINATION NOTES EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES: PERMANENT SEEDING SCHEDULE - MIXTURE 5CP NC ACCESSIBILITY NOTES: NC ACCESSIBILITY NOTES (CONT.):
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR NOTE:THESE EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES ARE INTENDED FOR GENERAL NOTES: CURB RAMP NOTES:
CONSTRUCTION OF THESE PLANS. EACH'PHASE"OF CONSTRUCTION. THE ORDER AND STEPS TAKEN MUST BE IMPLEMENTED AS EACH Seeding Mixture 1.SPECIAL ATTENTION SHALL BE GIVEN TO COMPLIANCE WITH AMERICANS WITH
PART OF THE PROJECT IS DEVELOPED;WHETHER AS A WHOLE OR IN PHASES. ANY EROSION SPECIES RATE(LB/ACRE) DISABILITIES ACT(2010 ADA STANDARDS),THE NORTH CAROLINA BUILDING CODEJANSI 1.THE MAXIMUM RUNNING SLOPE OF A CURB RAMP SHALL BE 8.33%AND THE MAXIMUM
2. ALL WORK IS TO BE IN ACCORDANCE WITH THE CITY OF SOUTHPORT,BRUNSWICK CONTROL DEVICES/MEASURES MUST REMAIN IN PLACE UNTIL THE ENTIRE BASIN DESIGNED TO CENTIPEDE GRASS 10-20 A117.1,AND APPLICABLE LOCAL LAWS&REGULATIONS. CROSS SLOPE SHALL BE 2.0%.
COUNTY,AND THE STATE OF NORTH CAROLINA. HANDLE SEDIMENTATION AND EROSION IS STABILIZED AND ALL IMPROVEMENTS WITHIN THE BASIN
ARE COMPLETE. 2.IT IS ESSENTIAL THAT CONTRACTORS ARE AWARE OF THE SITE ACCESSIBILITY 2.COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY
Seeding Dates REQUIREMENTS. ADJACENT TO THE CURB RAMP SHALL NOT BE STEEPER THAN 5%. THE ADJACENT
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL MARCH-JUNE PARAMOUNTE ENGINEERING,INC.(PEI)HAS DEVELOPED THESE NOTES AND DETAILS SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS,GUTTERS AND STREETS
CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION,THE CONTRACTOR IS TO 1. PRIOR TO ANY GRADING ACTIVITY,CONTRACTOR SHALL CONSTRUCT TEMPORARY GRAVEL
COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY CONSTRUCTION ENTRANCE(S),ESTABLISH THE LIMITS OF DISTURBANCE,AND TEMPORARY SILT TO ASSURE THAT CONTRACTORS ARE AWARE OF THE REQUIREMENTS AT THE POINT IN SHALL BE AT THE SAME LEVEL.
E SUBJECT PLANS.CONTRACTOR SHALL EMPLOY A FENCE. Soil Amendments TIME WHEN THEYARE BIDDING THE PROJECT. IN ADDITION,PEI HAS MADE A POINT IN
WORK ASSOCIATED WITH TH
PROFESSIONAL SURVEYOR PERFORM SITE IMPROVEMENT STA SHALL
EMPLOY
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS,OR APPLY THESE NOTES AND DETAILS,AS WELL AS IN OUR DRAWINGS,TO PROVIDE SLOPES/ 3.THE CLEAR WIDTH OF A CURB RAMP SHALL BE 36 INCHES(36)MINIMUM,EXCLUSIVE
2. CLEAR AND REMOVE FROM SITE ALL TREES(ONLY ONES TO BE REMOVED),ROOTS,ROOT MAT, GRADES AND DIMENSIONS THAT COMPLY WITH THE AMERICANS WITH DISABILITIES ACT OF FLARED SIDES,IF PROVIDED.-NOTE NC BUILDING CODE REQUIRES EXTERIOR
300 LB/ACRE 10-10-10 FERTILIZER. (2010 ADA STANDARDS),THE NORTH CAROLINA BUILDING CODEIANSI Al17.1 AND ACCESSIBLE ROUTES TO BE 48 INCHES MINIMUM WIDE(I104.1 &1104.2).'
4. ANYTIME WORK IS PERFORMED OFFSITE OR WITHIN AN EXISTING EASEMENT,THE ETC.FROM THE AREA WITHIN THE DESIGNATED CLEARING LIMITS.
APPLICABLE LOCAL LAWS&REGULATIONS. IF THESE SLOPES!GRADES AND
CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE 3. CONSTRUCT SEDIMENT BASIN AND ASSOCIATED SKIMMER,OUTLET PIPE,SPILLWAY,ETC. Mulch
DIMENSIONS ARE NOT ACHIEVABLE,THE CONTRACTOR IS REQUIRED TO CONTACT THE 4.LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. THE CLEAR LENGTH
OF PROPOSED WORK,AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH DO NOT MULCH. OWNER IMMEDIATELY AND BEFORE MOVING FORWARD WITH THE WORK. OF THE LANDING SHALL BE THIRTY-SIX(36)INCHES MINIMUM. THE CLEAR WIDTH OF
RE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. -4. INSTALL REMAINING EROSION CONTROL MEASURES AS SHOWN ON THE PLANS WITHIN THE THE LANDING SHALL BE AT LEAST AS WIDE AS THE CURB RAMP,EXCLUDING FLARED3.THE CONTRACTOR SHALL NOTIFY PEI IMMEDIATELY OF ANY CONFLICT BETWEEN SIDES,LEADING TO THE LANDING. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN
AREA DISTURBED. ALL EROSION CONTROL MEASURES MUST BE INSTALLED BEFORE Maintenance THESE NOTES AND DETAILS AND OTHER PROJECT DRAWINGS,WHETHER BY PEI OR 2%IN ANY DIRECTION.
GENERAL NOTES COMMENCING CONSTRUCTION. FERTILIZE VERY SPARINGLY-20 LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS. OTHERS. THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK FOR WHICH THE
5. WITHIN 90 DAYS FROM COMMENCEMENT OF CONSTRUCTION,CONTRACTOR SHALL INSTALL CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER. ALLEGED CONFLICT HAS BEEN DISCOVERED UNTIL SUCH ALLEGED CONFLICT HAS BEEN 5.IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP, (n
1. EXISTING CONDITIONS WERE TAKEN FROM A PARTIAL SURVEY COMPLETED BY PARAMOUNTE RESOLVED. NO CLAIM SHALL BE MADE BY THE CONTRACTOR FOR DELAY OR DAMAGES OR WHERE IT IS NOT PROTECTED BY HANDRAILS OR GUARDRAILS,IT SHALL HAVE Z
STORM DRAINAGE COLLECTION SYSTEM AND IMMEDIATELY UPON THE INSTALLATION OF ANY
ENGINERING,INC. THE SURVEY SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANY AS A RESULT OF RESOLUTION OF ANY SUCH CONFLICT(S). FLARED SIDES. O
DISCREPANCIES REPORTED TO THE OWNER,OWNERS REPRESENTATIVE,AND/OR ENGINEER STORM DRAINAGE CATCH BASIN,DROP INLET,ETC.,THE CONTRACTOR SHALL INSTALL INLET >
PROTECTION TO STOP ANY SEDIMENT FROM ENTERING THE DRAINAGE SYSTEM4.THESE ACCESSIBILITY NOTES AND DETAILS ARE INTENDED DEPICT SLOPE AND 6.WHERE PROVIDED,CURB RAMP FLARES SHALL NOT EXCEED 10%. LU
.IMMEDIATELY. TEMPORARY SEEDING-LATE WINTER/EARLY SPRING DIMENSIONAL REQUIREMENTS ONLY. REFER TO SIDEWALK,CURBING,
BING,AND PAVEMENT w
6. IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE SYSTEM,THE CONTRACTOR DETAILS FOR ADDITIONAL INFORMATION. 7.CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT
2. REASONABLE CARE HAS BEEN F IN SHOWING THE LOCATION OF FROSTING UTILITIES ON SHALL INSTALL INLET/OUTLET PROTECTION AS SHOWN ON THE PLANS AND DETAILS.
THE PLANS. THE EXACT LOCATION ON O EXERCISED OF ALLL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES.THE Seeding Mixture PARKING ACCESS AISLES. CURBS AT MARKED CROSSINGS SHALL BE WHOLLY THEY DO NOT PROJECT INTO VEHICULAR TRAFFIC LANES,PARKING SPACES OR
CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATION, 7• THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO ACCESSIBLE ROUTE NOTES: CONTAINED WITHIN THE MARKINGS,EXCLUDING ANY FLARED SIDES.
ELECTRONIC DEVICES,HAND DIGGING,AND BY PERSONAL CONTACT WITH THE UTILITY U
PRE-CONSIRUTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY
COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING OPERATIONS P4
SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES. WINTER AND EARLY SPRING 1.AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM 8.CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION
RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER LOADING ZONES;PUBLIC BY PARKED VEHICLES. "o G �-r.
INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY 8. PLANT GRASS OVER ALL GRADED AREAS WITHIN 14 R DAYS FOR FLAT AND 7 STREETS OR SIDEWALKS;AND PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE
SUPPORT OF EXISTING UTILITIES,SUCH AS POLES,CONDUITS,FIBER OPTIC CABLES,TELEPHONE CALENDAR DAYS FOR ALL SLOPES OF CEASE OF ANY GRADING
SPECIES RATE(LB/ACRE)G ACTIVITY. BUILDING OR FACILITY ENTRANCE THEY SERVE. 9.IT IS RECOMMENDED TO PROVIDE CURB RAMPS WITH TWENTY-FOUR(24)INCH V )•"I
RYE(GRAIN) 120 DEEP DETECTABLE WARNING COMPLYING WITH 406.12 Al U 17.1,EXTENDING THE FULL W �`
CABLES,WATER LINES,ETC... 9. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED,THE CONTRACTOR SHALL ANNUAL LESPEDEZA(KOBE IN PIEDMONT AND 2.AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, WIDTH OF THE RAMP.REFERTO DETECTABLE WARNING DETAILS AND NOTES FOR Z �
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL COASTAL PLAIN,KOREAN IN MOUNTAINS) 50 ACCESSIBLE FACILITIES,ACCESSIBLE ELEMENTS,AND ACCESSIBLE SPACES THAT ARE PLACEMENT,ORIENTATION AND NOTES.THE NC BUILDING CODE DOES NOT N
FINAL INSPECTION AND APPROVAL BY NCDENR. ON THE SAME SITE. CURRENTLY REQUIRE DETECTABLE WARNINGS AT CURB RAMPS,NOR DO THE 2010 ADA
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT STANDARDS-HOWEVER US DOT ADA REGULATIONS DO REQUIRE THESE. U .
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. 10. UPON RECEIVING APPROVAL BY NCDENR,THE CONTRACTOR SHALL CONVERT THE TEMPORARY TO EXTEND BEYOND JUNE. . 3.WALKING SURFACES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL HAVE A W Z 00
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE SEDIMENT BASIN TO THE PROPOSED STORMWATER MANAGEMENT INFILTRATION BASIN; SUMMER MAXIMUM RUNNING SLOPE OF 5.0%AND A MAXIMUM CROSS SLOPE OF 2.0%. 10.FLOOR SURFACES OF CURB RAMPS SHALL BE DEEP GROOVED,'/s INCH WIDE BY Y.
INCLUDING BUT NOT LIMITED TO REMOVAL OF SEDIMENT,REPLACING 4"OF CLEAN SAND IF INCH DEEP,ONE(1)INCH CENTERS TRANSVERSE TO THE RAMP. E'er L-
TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE,ERECT,AND MAINTAIN AT
NEEDED,OUTLET STRUCTURE ADJUSTMENTS PER DETAILS,ETC. 4.ANY WALKING SURFACE THAT IS PART OF AN ACCESSIBLE ROUTE WITH A RUNNING W Q P-" n L
ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK,SUITABLE BARRIERS, SPECIES RATE(LB/ACRE) SLOPE GREATER THAN 5.0%IS A RAMP AND SHALL COMPLY WITH THE GUIDELINES FOR 11.WHERE PROVIDED,STOP LINES SHALL BE LOCATED IN ADVANCE OF CURB RAMP. V) O Q
FENCES,SIGNS OR OTHER ADEQUATE PROTECTION,INCLUDING FLAGMEN AND WATCHMEN AS 11. UPON RECEIVING FINAL INSPECTION AND APPROVAL BY NCDENR,THE CONTRACTOR CAN GERMAN MILLET 40 RAMPS OR CURB RAMPS.
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE REMOVE TEMPORARY EROSION CONTROL MEASURES. 12.WHERE PROVIDED,PEDESTRIAN ACTIVATED SIGNALS SHALL BE LOCATED � �-. ' " �
O
CONSTRUCTION WORK.CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST 5.TRANSITIONS BETWEEN RAMPS,WALKS,LANDINGS,GUTTERS OR STREETS SHALL BE ADJACENT TO THE SIDEWALK AND NOT ON THE SIDEWALK. �
EDITION OF"CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON 12. THE CONTRACTOR SHALL CONTINUE TO WATER,FERTILIZE,MOW AND MAINTAIN FALL FLUSHAND FREE OF ABRUPT VERTICAL CHANGES(1/4 INCH MAXIMUM VERTICAL Z W F"q
UNIFORM TRAFFIC CONTROL DEVICES"BY THE DOT. SPRIGGED,SODDED,AND PLANTED AREAS UNTIL ALL CONSTRUCTION IS COMPLETE. CHANGE IN LEVEL PERMITTED). 13.WHERE PROVIDED,DRAINAGE INLETS SHALL BE LOCATED UPSTREAM OF CURB 0 � U.,
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE SPECIES RATE(LB/ACRE) RAMPS AND N07 IN THE RAMP AREA. Q CD O
WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERTY DISPOSED GENERAL EROSION AND SEDIMENT CONTROL NOTES: RYE(GRAIN) 120 6.FLOOR SURFACES SHALL BE STABLE,FIRM AND SLIP RESISTANT. W 0 CD
14.CURB RAMP TYPE AND LOCATION ARE PER PLAN.
O
OF OFFSITE. 7.THE MINIMUM CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES SHALL BE LL
FOURTY-EIGHT(48)INCHES MINIMUM MEASURED BETWEEN HANDRAILS WHERE PARKING SPACE NOTES: Z
i. THE EROSION CONTROL PLAN SHALL INCLUDE PROVISIONS FOR GROUNDCOVER ON ALL HANDRAILS ARE PROVIDED(NC BUILDING CODE 1104.1&1104.2). Z 6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTRACTOR FOR A PERIOD EXPOSED PERIMETER DIKES,SWALES,DITCHES,PERIMETER SLOPES,ALL SLOPES STEEPER Seeding dates 1.ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE w
OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK. Q
THAN 3:1,AND ALL DISTURBED AREAS WITHIN THE HQW LNE WITHIN 7 CALENDAR DAYS FROM COASTAL PLAIN-DECA-APR. 15-LATE WINTER AND EARLY SPRING 8.WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT ROUTES OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING -1 V)
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE-CALL CENTER AT 1(800)6324949 AND THE LAST LAND DISTURBING ACTIVITY. GROUND COVER SHALL BE PROVIDED ON ALL OTHER APRIL 15-AUG.15-SUMMER THAT IS LESS THAN FORTY-EIGHT(48)INCHES IN WIDTH,CLEAR WIDTH SHALL BE ENTRANCE. L)
DISTURBED AREAS WITHIN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
ALLOW THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING. AUG.15-DEC.30-FALL FORTY-TWO(42)INCHES MINIMUM APPROACHING THE TURN,FORTY-EIGHT(48)INCHES
MINIMUM DURING THE TURN,AND FORTY-TWO(42)INCHES MINIMUM LEAVING THE 2.ACCESSIBLE PARKING SPACES SHALL BE AT LEAST NINETY-SIX(96)INCHES WIDE.
2. UNLESS OTHERWISE INDICATED,ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT TURN. THE CLEAR WIDTH APPROACHING AND LEAVING THE TURN MAY BE THIRTY-SIX ACCESS AISLES SHALL BE 60 INCHES WIDE. ONE OF SIX ACCESSIBLE SPACES SHOULD
8. BASED ON MAY 2015 EVALUATION OF THE SITE 8Y LAND MANAGEMENT GROUP,NO WETLANDS CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE F Soil amendments
EXIST ON THE SITE. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBlACRE GROUND MIN INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE TURN IS SIXTY CC INCHES PROVIDE A VAN ACCESSIBLE AISLE. THE AISLE SHOULD BE 96 INCHES WIDE PARKING
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND MINIMUM..*SEE NOTE 7 ABOVE FOR NC CLEAR WIDTH OF EXTERIOR ACCESSIBLE ACCESSIBLE SPACE IS 11 FEET AND ACCESS AISLE IS FIVE FEET).WHERE PARKING
SEDIMENT CONTROL HANDBOOK.(NO SEPARATE PAYMENT). AGRICULTURAL LIMESTONE AND 750 LBIACRE 10-10.10 FERTILIZER. - 0
ROUTES' SPACES AND ACCESS AISLES ARE MARKED WITH LINES,THE WIDTH MEASUREMENTS
EXISTING UTILITY NOTES I SHALL BE MADE FROM CENTERLINE OF THE MARKINGS. WHERE PARKING SPACES OR Z r-. MO
3. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO THE 8.AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN SIXTY(60)INCHES ACCESS AISLES ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLES,
PRECONSTRUCTION CONFERENCE,ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND Mulch SHALLPROVIDE PASSING SPACES AT INTERVALS OF TWO HUNDRED(200)FEET MEASUREMENTS SHALL BE PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE - O 00 r_
1. IT IS THE RESPONSIBILITY IN THE GENERAL.CONTRACTOR TO VERIFY THE ACTUAL LOCATION AND APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING OR A N fV
AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE FIELD PRIOR TO GROUND DISTURBING ACTIVITY,AND ONE WEEK PRIOR TO FINAL INSPECTION. MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MAXIMUM. PASSING SPACES SHALL BE EITHER A SIXTY(fi0)INCH MINIMUM BY SIXTY DEFINING THE PARKING SPACE OR ACCESS AISLE. . ( �
(60)INCH MINIMUM SPACE;OR AN INTERSECTION OF TWO(2)WALKING SURFACES THAT
BREAKING. 4. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING MULCH ANCHORING TOOL. PROVIDE A COMPLIANT T-SHAPED TURNING SPACE,PROVIDED THE BASE AND ARMS OF 3.PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE , °O
AND/OR LAND DISTURBANCE. THE TEMPORARY CONSTRUCTION ENTRANCE SHOULD BE THE THE T-SHAPED SPACE EXTEND FORTY-EIGHT(48)INCHES MINIMUM BEYOND THE BUILDING OR FACILITY ENTRANCE AND SHALL COMPLY WITH PROVISIONS Z Ln r-- N
FIRST MEASURE INSTALLED. � INTERSECTION. FORACCESSIBLE ROUTES. MARKED CROSSINGS SHALL BE PROVIDED WHERE THE ^
Maintenance �V O ..
SITE NOTES: ACCESSIBLE ROUTE MUST CROSS VEHICULAR TRAFFIC LANES. WHERE POSSIBLE,IT IS O i.�
5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,REFERTILIZE 10.DOORS,DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL PREFERABLE THAT THE ACCESSIBLE ROUTE NOT PASS BEHIND PARKED VEHICLES. - Q v
1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE MAINTAINED ON THE SITE AT ALL TIMES. AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. COMPLY WITH THE AMERICANS WITH DISABILITIES ACT(2010 ADA STANDARDS),THE �„ ^ di
OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE � NORTH CAROLINA BUILDING CODE/ANSI A117.1,AND APPLICABLE LOCAL LAWS& 4.TWO(2)ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE. W 'd 2 ' y
FOR VERIFICATION OF ALL SETBACKS,EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE 6. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON REGULATIONS. 5.ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACE THEY W <d V p .�
BEGINNING CONSTRUCTION. THESE PLANS(INCLUDING,BUT NOT LIMITED TO OFFSITE BORROW OR WASTE AREAS,
STAGING OR STORAGE AREAS),THE CONTRACTOR SHALL PREPARE AND SUBMIT A 11.DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE SERVE. Z O O � U
2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS,UTILITIES AND SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO MAINTENANCE PLAN BUILDING ENTRANCE SHALL BE PROVIDED AT INACCESSIBLE BUILDING ENTRANCES. O to ,
R.O.W.'S PUBLIC OR PRIVATE,PRIOR TO WORKING IN THESE AREAS. NEW HANOVER COUNTY FOR APPROVAL.CONTRACTOR SHALL PAY ALL FEES REQUIRED AND 6.ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. - � Z
SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL 12.WHERE POSSIBLE,DRAINAGE INLETS SHALL NOT BE LOCATED ON AN ACCESSIBLE
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND ROUTE.IN THE EVENT THAT A DRAINAGE INLET MUST BE LOCATED ON AN ACCESSIBLE 7.ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL � C7 `n ' t
3.- CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT. OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE ROUTE,THE GRATE SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT 2010 BE PERMITTED TO BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPTFOR
PROTECTED FROM INJURY,AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. CN
EVERY WEEK.ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS ADA STANDARDS),A117.1,THE NC BUILDING CODE,AND APPLICABLE LOCAL LAWS& ANGLED VAN PARKING SPACES WHICH SHALL HAVE ACCESS AISLES LOCATED ON THE I Z
4. ACCESS TO UTILITIES,FIRE HYDRANTS,STREET LIGHTING,ETC.,SHALL REMAIN UNDISTURBED, 7• THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION DESIGNED. "^"111
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS REGULATIONS PASSENGER SIDE OF THE PARKING SPACES. A W
UNLESS COORDINATED WITH THE RESPECTIVE UTILITY. DETERMINED BY EITHER THE REVIEWING AGENCY OR THE ENGINEER. (NO SEPARATE 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 RAMP NOTES: 8.FLOOR SURFACES OF PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL W
PAYMENT). INCHES OF#4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE BE STABLE,FIRM AND SLIP RESISTANT. ACCESS AISLES SHALL BE AT THE SAME LEVEL
5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION. 8. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL STREET WILL BE IMMEDIATELY REMOVED, 1.ANY PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 5% AS THE PARKING SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.
SHALL BE CONSIDERED A RAMP.
6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL 3. SEDIMENT FENCE-SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT 9.PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT
THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. STABILIZATION IS ACHIEVED. BECOMES 0.5 FEET DEEP AT THE FENCE.THE SEDIMENT FENCE WILL BE BE REPAIRED AS 2.THE MAXIMUM RUNNING SLOPE FOR A RAMP SHALL BE 8.33%AND THE MAXIMUM EXCEEDING 2.0%IN ALL DIRECTIONS. xy
NECESSARY TO MAINTAIN A BARRIER.SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS CROSS SLOPE SHALL BE 2.0%.
7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE"CONSTRUCTION LIMITS" 9. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING. 10.PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH O U EA INDICATED BROOM CLEAN AT ALL TIMES. SODDED OR SEEDED AS INDICAT AND STABILIZED. 3.THE CLEAR WIDTH OF AN EXTERIOR RAMP RUN SHALL BE FORTY EIGHT INCHES(NC OF AN ACCESSIBLE ROUTE.
4. SEDIMENT BASIN-REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS BUILDING CODE 1104.1). WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN,THE M- 'I D
8, ALL STREET SURFACES,DRIVEWAYS,CULVERTS,CURB AND GUTTERS,ROADSIDE DRAINAGE 10. DURING DEWATERING OPERATIONS,WATER SHALL BE PUMPED INTO AN APPROVED WHEN IT ACCUMULATES TO WITHIN ONE HALF OF THE DESIGN DEPTH. PLACE SEDIMENT IN AN CLEAR WIDTH SHALL BE MEASURED BETWEEN THE HANDRAILS. 11.PARKING SPACES FOR VANS AND ACCESS AISLES AND VEHICULAR ROUTES
DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET. AREA WITH SEDIMENT CONTROLS. CHECK THE EMBANKMENT,SPILLWAYS,AND OUTLET FOR SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF NINETY-EIGHT(98)INCHES
RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE EROSION DAMAGE,PIPING,AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. 4.THE RISE FOR ANY RAMP RUN SHALL BE THIRTY(30)INCHES MAXIMUM. MINIMUM. SIGNS SHALL BE PROVIDED AT ENTRANCES TO PARKING FACILITIES U U
SPECIFICATIONS. 11. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. INFORMING DRIVERS OF CLEARANCES AND THE LOCATION OF VAN ACCESSIBLE �'-'l
AFTER EACH RUNOFF-PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO 5.LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF RAMPS. LANDINGS PARKING SPACES. �J
9. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE 5. SKIMMER-INSPECT SKIMMER AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL TO MAKE SURE SHALL HAVE A SLOPE NOT STEEPER THAN 2.0%IN ANY DIRECTION. THE LANDING P4
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE IMMEDIATELY. THAT THE INTAKE MECHANISM,ORIFICE,OR DISCHARGE PIPE IS NOT CLOGGED WITH TRASH OR CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE 12.EACH ACCESSIBLE PARKING SPACE SHALL BE PROVIDED WITH SIGNAGE DISPLAYING f�""
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA SEDIMENT. IF THE BASIN IS DRY,MAKE SURE THAT ANY VEGETATION GROWING ON THE BOTTOM LANDING. THE LANDING CLEAR LENGTH SHALL BE SIXTY(60)INCHES LONG MINIMUM. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE INSTALLED AT A ��-/{ U
COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS 12. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE IS NOT HOLDING THE SKIMMER DOWN. TAKE SPECIAL PRECAUTION IN WINTER TO PREVENT THE RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A CLEAR MINIMUM CLEAR HEIGHT OF SIXTY(60)INCHES ABOVE GRADE AND SHALL NOT �`+
FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY SKIMMER FROM PLUGGING WITH ICE. LANDING OF SIXTY(60)INCHES BY SIXTY(60)INCHES MINIMUM. INTERFERE WITH AN ACCESSIBLE ROUTE FROM AN ACCESS AISLE. SIGNS LOCATED W
PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO REMOVAL OR THE ENGINEER. (NO SEPARATE PAYMENT).NCDENR FINAL APPROVAL IS REQUIRED. WHERE THEY MAY BE HIT BY VEHICLES BEING PARKED SHALL BE INSTALLED WITH z
REARRANGEMENT OF THE SAME.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE 6. ALL SEEDED AREAS WILL BE FERTILIZED,RESEEDED AS NECESSARY,AND MULCHED ACCORDING 6.RAMP RUNS WITH A RISE GREATER THAN SIX(6)INCHES SHALL HAVE HANDRAILS ON BOLLARD PROTECTION.
TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL'TOLL FREE 13. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,DENSE VEGETATIVE BOTH SIDES COMPLYING WITH THE AMERICANS WITH DISABILITIES ACT(2010 ADA g?,
1-S00-632.4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR IS STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON-PAVED COVER. STANDARDS),THE NC BUILDING CODEJANSI A117.1,AND APPLICABLE LOCAL LAWS& 13.SIGNAGE AT ACCESSIBLE PARKING SPACES REQUIRED BY THE NC BUILDING CODE //O��
RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES. AREA. (NO SEPARATE PAYMENT). REGULATIONS. SECTION 1106.1SHALL COMPLY WITH THE REQUIREMENTS OF NORTH CAROLINA `w/ W (/) O Z
7. INLET PROTECTION-INSPECT ROCK PIPE INLET PROTECTION AT LEAST ONCE A WEEK AND AFTER GENERAL STATUTE 20-37.6 AND 136-30 AND THE NCDOT UNIFORM MANUAL ON TRAFFIC ,�/ W
10. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED,PRIOR TO CONSTRUCTION. 14. WHEN CROSSING CREEK OR DRAINAGE-WAY,THE DIVISION OF WATER QUALITY SHALL BE EACH SIGNIFICANT 6 INCH OR GREATER)RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE 7.FLOOR SURFACES OF RAMPS AND LANDINGS SHALL BE STABLE,FIRM AND SLIP CONTROL DEVICES.A SEPARATE SIGN IS REQUIRED FOR EACH SPACE.SIGNS TO F-I-I „/ �-r•1 O
CONTACTED PRIOR TO DISTURBING A CREEK. THE CONTRACTOR SHALL INSTALL RIP-RAP WITH SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN RESISTANT. INDICATE THE MAXIMUM PENALTY MUST BE PROVIDED AT EACH ACCESSIBLE SPACE. O V�4 IL
11. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE FEDERAL, FABRIC ALONG DISTURBED BANKS AND CHANNEL AND RESTORE SLOPES TO ORIGINAL THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE O U
STATE,COUNTY,AND LOCAL CODES. CONTOURS,BUT NOT STEEPER THAN 2:1 MAXIMUM.DISTURBED CREEK AREA SHALL BE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE 8.EDGE PROTECTION COMPLYING WITH AMERICANS WITH DISABILITIES ACT(2010 ADA 14.ACCESSIBLE PARKING SPACE,ACCESS AISLE STRIPING,AND INTERNATIONAL Zj
STABILIZED IMMEDIATELY. STANDARDS),THE NC BUILDING CODE/ANSI A117.1,AND APPLICABLE LOCAL LAWS& SYMBOL OF ACCESSIBILITY SHALL BE PAINTED BLUE(OR ANOTHER COLOR THAT CAN
CONTAMINATED PART OF THE GRAVEL FACING. ��TT�I
12. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS,CERTIFICATIONS, EQUIPMENT, REGULATIONS SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND ON EACH SIDE BE DISTINGUISHED FROM PAVEMENT). F"+ i24 O ~
ETC.,THAT MAY BE REQUIRED. OF RAMP LANDINGS. O U
B. OUTLET PROTECTION-INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (/�
PASSENGER LOADING ZONE NOTES:
4 INCH OR GREATER)RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIP RAP 9•WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING,MANEUVERING P y w
13. THE ENGINEER AND/OR OWNER DISCLrVM ANY ROLE IN THE CONSTRUCTION MEANS AND HAS TAKEN PLACE,OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED CLEARANCES REQUIRED BY THE AMERICANS WITH DISABILITIES ACT(2010 ADA 1.PASSENGER LOADING ZONES SHALL PROVIDE VEHICULAR PULL-UP SPACE
METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. REPAIRS TO PREVENT FURTHER DAMAGE. STANDARDS),THE NC BUILDING CODEIANSI Al 17.1 SHALL BE PERMITTED TO OVERLAP NINETY-SIX(96)INCHES WIDE MINIMUM AND TWENTY(20)FEET LONG MINIMUM. � W Z
THE REQUIRED LANDING AREA. WHERE DOORS THAT ARE SUBJECT TO LOCKING ARE 'H/
LEGEND ADJACENT TO A RAMP LANDING,LANDINGS SHALL BE SIZED TO PROVIDE A COMPLIANT 2.PASSENGER LOADING ZONES SHALL PROVIDE A CLEARLY MARKED ACCESS AISLE <T Z O
TURNING SPACE. THAT IS SIXTY(60)INCHES WIDE MINIMUM AND EXTENDS THE FULL LENGTH OF THE F-�-I W
VEHICLE PULL-UP SPACE THEY SERVE. 1 h 0 U
= EXISTING PROPERTY LINE - 29 - EXISTING CONTOUR
3.ACCESS AISLE SHALL ADJOIN AN ACCESSIBLE ROUTE AND NOT OVERLAP THE � `.J
VEHICULAR WAY.
m w m
= EXISTING EASEMENT 29 tz ~it<w
PROPOSED CONTOUR 4.VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE LEVEL T O "Z
WITH SURFACE SLOPES NOT EXCEEDING 2.0%IN ALL DIRECTIONS. ACCESS AISLES rl
t ` CHANGES IN LEVEL ARE NOT PERMUTED.
= PROPOSED CONCRETE SIDEWALK EG=25.05-� EXISTING SPOT ELEVATION SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL-UP SPACE THEY SERVE. O
Q
PROPOSED BUILDING FOOTPRINT PROPOSED EDGE OF PAVEMENT 5.FLOOR SURFACES OF VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM z � w PG=25.O5 wSHALL BE STAB FIRM AND SLIP RESISTANT.
-.' .'. " .'- = PROPOSED BUFFER AREAS � PROPOSED SIDEWALK ELEVATION 6.VEHICLE PULL-UP SPACES,ACCESS AISLES SERVING THEM AND A VEHICULAR ROUTE � 5 5.. w
. - _ 1 z
c____._c '. ._-- ------__- f TS-25.05
FROM AN ENTRANCE TO THE PASSENGER LOADING ZONE,AND FROM THE PASSENGER E- ¢ (D
WKM = PROPOSED LANDSCAPE ISLANDS PROPOSED TOP OF CURB ELEVATION LOADING ZONE TO A VEHICULAR EXIT SERVING THEM,SHALL PROVIDE A VERTICAL (' `� UJ L <m 0 z o
TG25.05 CLEARANCE OF ONE HUNDRED FOURTEEN 114 INCHES MINIMUM. (w/ W ,i w w � w 0w
X =EXISTING TREE TO BE REMOVED �` INLET PROTECTION ( ) w W o QN w z z y
O L)zl; 11 9 W.�S23U
ACCESSIBLE ENTRANCE NOTES: O rc?w a 6 w I=
O. UaaK 0 0m00�
WET =WETLAND LINE LIMITS OF DISTURBANCE 1.ACCESSIBLE ENTRANCES SHALL BE PROVIDED AS REQUIRED BY THE AMERICANS
LOD WITH DISABILITIES ACT(2010 ADA STANDARDS)AND THE NORTH CAROLINA BUILDING SEAL
DIPF = IRON PIPE FOUND n
��
CODE,AND APPLICABLE LOCAL LAWS&REGULATIONS. 1��-1 "'�N""A"
0IRF = IRON ROD FOUND � SILT FENCE 2.ENTRANCE DOORS,DOORWAYS AND GATES SHALL COMPLY WITH THE AMERICANS
WITH DISABILITIES ACT(2010 ADA STANDARDS)THE NC BUILDING CODEJANSI A117.1 �/ -7
CMF =CONCRETE MONUMENT -.ry DRAINAGE FLOW PATH AND SHALL BE ON AN ACCESSIBLE ROUTE. �Fi-1 -`` Q SEA -
=TELEPHONE PEDESTAL C�_� DRAINAGE INLET LABEL NPDES WATER QUALITY STABILIZATION TIME FRAMES - - <I = 028852
® =TRANSFORMER PEDESTAL(PAD) SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS l z ' 11 F t'
CURB INLET/ DROP INLET(AS NOTED)
-'w- 'w -I = EXISTING WATER MAIN ■ PERIMETER DIKES,SWALES,DITCHES AND SLOPES 7 DAYS NONE � FA1ti R. ���15
- - -�-%- = EXISTING SANITARY SEWER MAIN HIGH QUALITY WATER(HQW)ZONES 7 DAYS NONE
''•,,,,,0..."'k
EXISTING OVERHEAD ELECTRIC SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10'OR LESS IN LENGTH AND ARE -
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED � C- 1
• O
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 HQW ZONES
PEI JOB#: 15230.PE
f -
a` 1

Hammocks of Southport, LLC i I
Reputed Owner
S14°4348"W wed Book 5576 Page 965
RF
C '41VG"W 200.0 ' IPF 3 I --�n12"Pine RF 366.86/Iv\ --- / \ I' I
Ave. � by �f/ I/ 18'„Pine 12'Pine
' '/IVY // \I/ 4\ in 4"WATE& .tom* �Vl� 72'!Pine 14" in{
12,Pine ` \li 4 :mom' 12"Piro"Spay Pine OAK ''.. 12"Pine q\� 3
\ \ Pme& d / yA rl �V� 10"IPine Z 10"Pine \\I/ /V` 2y \V/ 12"Pine /IV\ it\�14"Pine ) o
\\ '1te �V� p\� ;/ \V 12`Pine S '
12"Pine �j 14"Pine 'ins 10"Pine 14"Pine /\I` i\ '/1\� u
20 Pine, ' 3;
U\� 14"Pine 13"Pine
1
12"Pine OpC 10"Pine
12"Pine 1
13"Pine \\I/ \Vl 12"Pine to
\\I/
� 1 10"Pine
/ , , 10"Pine \\l`i
12"Pine 12"Pine f,
I\ 12"Pine ))
V% ( /l� 12"Pine � � 14"Pine /1�
!da/e /I\� /11� / \I% B"Live Oak
!� /11 I �\I� �\I/
e .SITE 14"Pine ' ' /\I/ 17"Pine 13'Pine \\I, lt
/IPi �,..r. ._ti. - fq\� ' 14"Pie) 0 3 ul
12"Pine �\y�13"Pine 12"Pine V mC Edge of Woods- ''�-��\i. 18"Fine
Cape F t 14 Pine _ Pine t0 14 Pine\ - 14 16 Pme- v
r V/12' . �'t I !n
ear J \` "IPin� 1A� "Dine _ _�V; `�� ' O
\ \ ___._ Or. I IV 12"Pine I �l\� i S+
10"Oak 12"Pfne , 1 ....20"Pine^� 16.Pine_ t_n
4 a�91
LU
Wooded Lot
i 10"Pine `. ...
St.James 15"Pine w150
to
Church _dl/
y.: � / / - 10"Pine �V_ 9"+6" '46 11 3
Twin Pines 10 Pin9 14'Pine /
"
�\ �' ( ) t 'i11� �V�14"Pine '\ 115 Pine
°G 1ta°° ''', • P3 .vG I i/nA 11 /IAA w
/ \ G / W \\ '/n\ \ �� Jly 14"Pine i�'Pine JI/_ rn U E•-f
w t 13'Pine , 13"Pine 41\\ JI; �l\� W �
LOCATION MAP g � 17"Pine 2 (�
(NOT TO SCALE) v a iO .V/_ 11"Pine '/IVY ( e
0) inC ,/ I 11"Pine (•-+
a F_ 20"Pine '/n� 'q1� ' to
12"Pine 10"Pine 13"Pine 12"Pine 3 Z 00
\I" JP ��r7� rV
12`Pine '/n� 10"Pine /AN rP
So i yl�
0 �•I to
DEMOLITION QUANTITIES E o ! 6"WATER 12•Pine \\I/ 'Zl 15"Pine 13"Pine 12"Pine o j ) N [� P, o
TOTAL AREA OF BUILDINGS TO BE REMOVED: t3,838 SF(1 BUILDINGS) i / OAK wry\ 13"Pine f �
TOTAL AREA OF ASPHALT TO BE REMOVED: t7,117 SF 10"Pine t\ of t+ �'
TOTAL AREA OF GRAVEL TO BE REMOVED: t8,108 SF \ / %I� `\l= \ o 3 r `n `�
TOTAL AREA OF CONCRETE TO BE REMOVED: t3,022 SF m\ �v, IPineJ / a o
,.�� ., -�• JIG 12"Pine . �
TOTAL AREA OF SIDEWALKS TO BE REMOVED: t2,331 SF a wnrER 4"waTER 7/ nP to^ ./1
OAK -x 11 12'Pine \V i J •7 1' O
\ice E'� 4"WATER OAK 14"Pine 13'Pine �/11N J I1 a,
14"Pine ) �V� �C
TOTAL LENGTH OF CURBING TO BE REMOVED: t229 LF / 12"Pi OAK V/ ��� of I u- F
/ 8"Oak g \I,•, i\I�, 'ryPi 10"Pine r I ~
TOTAL LENGTH OF FENCING TO BE REMOVED: t113 LF 7 4"WATER / �m 10"Pine
Z
' u1 _W O
'i� 10"Pine Jli � o � Cn
tx`k'OAK n` ) ' EXISITING SEPTIC
10"Pine �V% 'ins r-�
\ 12"Pine
i SYSTEM TO BE REMOVED 3 U
TOTAL UTILITIES TO BE REMOVED: t571 LF OF STORM DRAIN , n /11\ 11"Pine k� ti 18/IPine o1�
( ) 10"6 STORM STRUCTURES �y t Pine 12"Pine
12"Pine REMOVE EXISTING
I
MISCELLANEOUS ITEMS TO BE REMOVED: (2)SIGNS w ' A�
\V BUILDING(3,838 SF)
14"Pi EXISTING PROPANE TANK(ABOVE -
TOTAL EXISTING IMPERVIOUS TO BE REMOVED: t24,416 SF 12"Pine / '-- -J \\I/ 1K �\V GROUND)&HEATING OIL TANK Twin D+sv o z p
O,\C r EXISTING TO BE REMOVED. EXISTING WELL �� REMOVE t226 SF OF 4"+ `h h ' •� <t O
•� 10"Pine .� I ( O - _EXISTING CONCRETE �7% 3 \V O 0 O co �
IX Pine Rine PLAYGROUND TO TO BE ABANDONED CO �l t N
.(\I� JIB 14 Pine -\I- REMOVE EXISTING _ _? SIDEWALK o `4. I N `n
BE RELOCATED
Nc /AC '/nC �I\� SHED(138 SF) PP 'F+t 6"Pie ' ,C D 9 at F-1 �
12"Pine 12"Pine 12"Pine �\I„ .r'1t`Pine •� � � o0
4,. R «. 1 I rL � _
OAK , r.t'.:•. OR ^ `l _ O t\ N
14"Pine�\IG• 10"Oak 0"Pi"e' . Y:;?r*. •i Z
t2"Pinew4 � it70"Pine _� 15"Pine ,, /; j /� ° �: i4
�1��,H,�,, -1-2°-Pine 10"Pine ' "" �'� _ 1< V / j' i i % / / / ~ o o`J' ` ^ 44
0 10'/1°ineSr �W. \U 9"PineatP 4 K C.
\ FFF'��il 29 'mom i \ } lFrwro 11"Pine i � / ' •' 0 W Q '� l U
A 'A JI/ QV� �� Z ,-. O U
T Pine 8"Pine 'AVM 12" Ire 11hVI, l�/ % / / ,'- ° ro `1 _ C to ' zi
9"Pine / '
110"Plne t3 • ' , Q •-' '
.v, y�
I i 10• Ire �� 12"PinZi �AI/ _ /� / /� i ,' j i / �AI— 0
__"he \i4 9"Pine JI/, 10 Pine // / '• Pi )
10/Pine 7IC �/ JIB '/n� �Vi �� �AI�, 12"Pine (STING i i �� �i w Z V
j I
\ r,.,...,......_.- -,fl".�ne�, ^�- •Pine alp �/ Pine 'ins Xx N P ' '
13"Pines- / Landscaped Area I 3 I W v
\ 1 Pin 3"PIn% \ Woodan Border 2S Landscaped Area Wooden Border I �{
n t EXISTING DRIVEWAY
SAV: i/i� DI
,/♦ „ .., .- „1\` J 12"STORM _ BE CL
12"Pine ""r'"40--Pine "STORM \ t F
O OSFD
10"Pine / _ -..���C'�r-mr '
-ter- i 'r r I TI G N
p /(1 ✓ n. :.a.43 w} .r-t '. :r f ' .t .t.•. v i . s - - ,'. i s�..t. 1 s ...r era "d'.' s -ti.. '♦ O W
3.0' \2"Pi., y a + r+w r. ••1 t... . v ♦+.i 'r •a "3 a.r .: a f' 'i ♦ t.a.�! ♦ `i">. i s I
c u° o ! REM E t11'4 LF 0 i` �,, \\I' �:fVG
morial i / Co PP
aoo ArdeaD �µ, 1
�/
*' EXISTING '�''� ( 8"Live O k 3 Fj-'1
_ ., , FISTING LAWN EXISTING DI » rSy,'� - ITIES - UTILITIES
�. ' ♦ 7"Dogwood 9wcdd rrl F-1
.?» REMOVE EXISTING FENCE 3 W
$ x; v. ` ,� y ♦y r iY♦ i !iir �;;' .r AROUND MEMORIAL GARDEN Cg a Sa it S at
co
,' M
T p .9 .. to
I e U. 5'�
' 7"STEP REMOVE t1,677 SF OF EXISTING
GV t8V OL F ',- CONCRETE SIDEWALK ;✓ I �J F�4J Ltj
NEIGHBORS �, �' EXISTING SANCTUARY ( Sanitary Sewbr ( 1 world o O HH
MOOD FENCE „� - t 6,189 SF t i 6"PVC appears I g
NCROACHES a I REMOVE t428 SF OF EXISTING I to run parrak" H
FFE=26.05 with road pavemIn ' ' P4 O 1"^
CONCRETE SIDEWALK ' I I H �
i
SYMBOLS LEGEND REMOVE t229 LF OF , i Benchmark North Carolina w O tI 1
7; EXISTING CURB&GUTTER / Geodetic Surve Monument�R 9 I M sews. I
REFER TO SURVEY FOR EXISTING w ; t -• Pi-v.25,726 MSL(NGVD'2 }
CONDITION SYMBOLS LEGEND / C - _'\ REMOVE \ Top2311 � O rj
o a.o' ' � � t251 LF OF N /mm1/�s F-i
. EXISTING ASPHALT O0 I EXISTING STORM DRAIN - -- win ` /I
N
J rT�
TO BE REMOVED r I \ o (0
to W .J
N 6.
to -= _.."
HV
EXISTING STORM s;; ip La -- _ ' a J
•:r j
® DRAIN TO BE REMOVED i �. �\I� Ip 26 __.-._ ♦ r= .. . . .. /- r I
Neighbor's o �\I% `.; . d-.. ✓ -Ll y , .. . . i. .... y a� �W�/ Y�i h+•1
AsphattPavernen 41\� " T r5 .q;«.. ,..:i ."„ ,� n' 's ..p:: {, '.y ,_.;,, t,`: ,• •: •:;. . . '.J,^;' .. Q h'+ 1 �Haia
Encroaches I b,Pi I - w r7 C u rc a Ir
EXISTING GRAVEL i � � \y_ > � .. . . ......., . .. ..•... .. ..,. .. r- .. .. .. .. . .:.. . .... .. .. �. . .. .. . .. . .�!i '.'. .' . . 0 � Z �
TO BE REMOVED M V I N * .�'25. ',— '_-- - REMOVE t7,117 SFOF REMOVE EXISTING - O
. . .
- IGNS 3 &RELOCATE ..'.'.'. .'..'.' ..'.':' ..'.'.". . . .'.."'.` EXISTING ASPHALT . .. . .. . .. .. .. . . . .
O .. .. . .. .. .. . .. . .. .. .. ..... ... . .. .. . . .... ... . . . . . . . . . ... ... . .. ... . . . ''.. .' .. '. .' .... '.. .... . .. . . ... .. .. . .. .SIGNS(3)&RELOCATE.' . .' . . .. i . .W 3 _ W
N
_ .w°
EXISTING CONCRETE ( xT . . . . . .. . .. .. h �. . .�.
® TO BE REMOVED '- - - ..., ....... .... .. ............ .......... .... . Of
... ... . .. . .. :.. .'.'.'. .'.'.. '.. ' ' .. .'.'.. . . .. ..: ' . . .. . .. .. .. .. .. .. . .. . . . .. .. . . . . . .. �. e EXISTING DRIVEWAY TO Q p 5 Z
LL
EXISTING TREE TO / _. .. :-_" .:- .- .- - - ..... ..... ... - . . . .. _ - .'.24 .. - . . . . . . . . . BE CONVERTED TO A ONE } col Z
.. -
, ;` BE REMOVED 24 - -,� .. WAY(ENTRANCE ONLY) g g z O (7
. . . .. .. . -- -mac ' ,, + Y
EXISTING LIGHT POLE _ r ___ sumo Sewer1 • ..w
TO BE RELOCATED ! _ .... \I/ '' '' �' --- an - - orcZw aow�x
l T __ - 9 �1. $BWd' O U J J U_'
16 Oak \ \ice a\Fi . .. ,.r - 'ri7,11tq• aoo rarer a Z w a W f a W w
0010 .�,./ 19 Oak 15 Oak Ty �aa 1.io. rop .85' i 0 a aL rc 0 o O❑a o
�ry 10 Oak ! ti 3 ,
14.Pme 7m� - ' 10"Pine) /\� - . ' 4"B.Peay _ - - -- -. lnveeJn 1s.5o aw is44' tl d •
cMF 2310"Pine ) 2"Cedar � _ _
_� .. .. ', . ' " -. zv„ SEAL\,.""a r 3 1
3 / S Sewer ^�
DISTURBED \I� 9.30' ECAA-�. 't4 4'1' "E i 200.00' dgw a,- .., �� 1 T 2204
H '•y
moon
N 14°42'00•E �\I/ 98.15' ,1� N14°42 "E - - IP '+4"� [ So6an
r _ /oven/n 16.30'
�- - 22 jl\� M\ \ ` / /, InvaTLtd1626' 9�
16'Live-Oak , !' Slam sewer _ 4�
t�riPin 13"Pine \ _ TIE ST RM TO .b.,o Mennn/ex5 - E,AL
'Awl I .. EXISTING DRIVEWAY Sanita Sew y` S
� EXIST( G DROP ry a Top226s' fil
/n W?In 1595'
1, 4 \ TO BE CLOSED ti INLET Manhole#tA Bokan lsrs' n 0Z$b52
E a1E OHE OHE E P O /overt Out 158T
22 > T"n�jpk REM�VE -I-- oHE-� ` OME OHE OHE _.. - OHE IDVert217�3' OHE ✓AjvGIN���,F'c•
EXISTING MGN a - -- ._-__ -___ _._-- - - 1� '"rr`%.�FMY R
3
I
00 n
-- _ --- - Ive a 8 �_
.._- . . .. . . " ._ . L ve Oak23 4 k 23 -- -_ _ -' _ 9"Live Oak 8"Li^e�a _ e�1..%
GRAPHIC SCALE Edge of Asphalt Edge of Asphalt I o
9 30 60 129 160 EAST MOORS STREET
C-200
SCALE:1•--31P 100rPub/ic Right-OAMOY
PEI JOBM 15230.PE
t
• i

IW/IN//VI.RJ to JVwnem 4 LLV
Reputed Owners
\ S14043'48"W °eCd Book zs�s Pore sss °41'00"
rn
�I
10'BUFFER 269' �, I
-- - - - - - - -
4 \ \p like. _ ---- 20'REAR YARD SETBACK 17
— I ---- . .. . 6 0
Ski j j _ PROPOSED GRAVITY RETAINING
sc
STILLING BASIN WALL.DESIGNEtY flYHERS:
PROPOSED GRAVITYRETAINING I
SITE`C I : WAI"L'pfS(GT�k1Y{?ThERS PROPOSED INFILTRATION BASIN
or
9yo I �'+ .. (BASIN BOTTOM AREA=5,465 SF): I'
w8
F. Cape Fear pr ' Z
25'♦ co fn
to
91. � ..- W
PROPOSED F LL
St.Jantes
' 10'R os ACCESS DRIVEWAYchumh
U
PROPOSED STRIPING
/\ W I I I-9 PROPOSED STANDARD . ,
I�D
CURB&GUTTR(TYP.)TYP.)SEE DETAIL �
CIO" SEE DETAIL "
to
LOCATION/MAP y YR 3R 3R 12R s'R 3'R 3'R 15R 3 I f3� QO
(NOT TO SCALE) 1, I 15'R 20 CIA
1TR
2
5i ,ty �•j_ ¢ TP P O W in
SITE DATA �m
5'R 24• ir
D 0
PROJECT NAME: SOUTHPORT PRESBYTERIAN CHURCH ? Q S
2 19• O I Z p,
SITE ADDRESS: 1025 E. MOORE STREET
PIN: 300609066568 ,'., _ 1rR b rn l g �"' �
RESBYTERIANCHURCH 3R U3R 3R a N
PROPERTY OWNER: SOUTHPORT P I 15'R
SOURCE DEED: DB 2068, PG 1319 v P,
SITE AREA: 133,415(3.06 ACRES) EXISTING MULCH TRAIL PROPOSED HANDICAPPED PROPOSED O I Ll-
i )-+
ZONING: R-10(CITY OF SOUTHPORT) 36'R
REALIGNED(SEE `t' RAMP&SIGNAGE PER CONCRETE SIDEWALK PROPOSED USE: CHURCH ! a w w LANDSCAPE PLAN) ADA STANDARDS SEE DETAIL O
SEE DETAIL
DIMENSION REQUIREMENTS
REQUIRED& PROVIDED _
FRONT SETBACK 25' i ,�Q „ 3'R 'R 5' 3'R_ ' to
!' , to
SIDE SETBACK 8' 1 Qj I
REAR SETBACK 20' do ° J p
SCREENED 3 -
I 1 Q ? STORAGE AND L
UTILITY AREA
40' ` Z o
MAXIMUM HEIGHT 3'R ' 1 O o o
BUILDING INFORMATION I 31: `V 7
2'R r r f'"� N
EXISTING SANCTUARY: 6,189 SF PR OS D LOADING °
Q co
AREA AND DUMPSTER N
PAD SEE DETAIL to z a U O
PROPOSED BUILDING: 9,185 SF ! J
{. s s I p l�
TOTAL BUILDINGS: 15,374 SF y „ 3 i j e I % e'-
PRO
BUILDING COVERAGE: EWAL
11.5% ( CONC TE SIDK y }a to
DETAIL pp
IMPERVIOUS CALCULATIONS
EXISTING BUILDINGS 6,189 SF `{
�
0 SF - V
EXISTING ASPHALT3ryT „ i � g c c,
n O �q" 2
EXISTING CONCRETE 0 SF ( PROPOSED t °� o
EXISTING GRAVEL 0 SF 3'R PLAYGROUND r {' ^
1Qrf m 0 nO
EXISTING WALKWAYS 923SF z
TOTAL EXISTING TO REMAIN 7,112 SF '�
xf G of 2r y • U �� i
,1 •, k� ;I r �Ks i'` S: I
PROPOSED BUILDING (FOOTPRINT) 9,185 SF j I m
PROPOSED PAVEMENTOf
PROPOSED SIDEWALK 7,397 SF 53,010 SF °� �� �T� � � , + HVAC ANd MECHANI
��
SCREEN AL
I G
o
PROPOSED FUTURE 6,060 SF Y [ �` I, x r w
EXISTIN CLEANOUT
ii to
PROPOSED IMPERVIOUS 75,652 SF
7 TO BE f�EMOVED
o H
ww
N w 19'��— 19 �A O,QO$ '•' F o- x s S�J r „'I ' 25'R
PROPOSED TOTAL 82,764 SF & m
LL
om—
- t a ' • r •r `x � � � f� t�•1
PROPOSED OVERALL IMP: 82,764 SF (1.90 AC)(EX+PROPOSED)[62.0%) Y n o p' " )Q POSSIBLE Y i ' `Ij t 3 PROPOSED HANDICAPPED yl
o N (,MEMORIAL GARDEN r 3 *'
k u I RAMP&SIGNAGE PER r l
t4 °e a° $ °D PROPOSE i 'U' Y• EXPANSION 1 '� s r - 25'R p ADA STANDARDS ( v
PARKING INFORMATION aoo I CONCRETE SIDEWALK F� Imo/ C SEE DErIL
PARKING: $^� MEETS EXISTING Q
TOTAL PARKING PROVIDED: 122 SPACES c 3'R SIDEWALK EXISTING n x
°o EXISTING LAWN EXISTING ' x a 5 S I �.-( U
�ar°m 3'R UTILITIES UTILITIES / s s ` , . x ' ' rT, r'7
HANDICAPPED PARKING REQUIRED: 5 SPACES $ W z
HANDICAPPED PARKING PROVIDED: 5 SPACES j , * h SJS Cg w
o
FLOOD NOTE: $ I sa it s er
THIS TRACT LIES WITHIN DESIGNATED FLOOD ZONE X,ACCORDING TO FEMA t \ M n �O1 �I
' EXISTING S"P
FIRM COMMUNITY-PANEL NUMBER 3720300600J, BEARING AN EFFECTIVE DATE e
OF JUNE 2, 2006. ZONE 'X" INCLUDES AREAS DETERMINED TO BE OUTSIDE THE SIDEWALK T gip > x r,>' j $y
( O REMAIN
( ) PR9' QlI" r Q G H U
0.2% 500-YEAR ANNUAL CHANCE FLOODPLAIN.
NEiOHaoHs EXISTING SANCTUARY 1 Se er rT
MOOD FENCE t 6,189 SF :- „ � T� , •(O� 6° Capp rs 3 f+i rYr
NCF:OACHES ,� '' f y x ; } 'y'sc*r �r to n aR I I
m FFE=26.05 _ '�' � "� ' QP'� Ay w road semen 1 F-1
3===R
w
0
� a � r
' I
_ 40REING
3 , ' � �{ F
'� cnUW
ALP , (a I
I
Neighbors I ..-. . . RO S D$I. K • ' 9L - m w m
Asphalt Pavemen 3,R EXISTING$ID VYALK - ——— • Q to ^ e a
Encroaches "
of
23' ' I
2 R NARROW EXISTING FULL Q
5'R 5'R O rn 5'R 15'R 20'R 8'R SERVICE DRIVE TO ONE WAY
___� W ENTRANCE ONLY DRIVEWAY O Q
PROPOSED TRAFFIC EXISTING SIDEWALK -——— \COVERED DROP OFF 3 rn 7 U) 2
' TO REMAIN AT FRONT ENTRANCE to F--i
ARROW(TYP.) iv I Q 5 5 i LL
SEE DETAIL 1 H o
Z
L_- - - - - - — --- - SE7WK F 53zo 0
FRONT YARD
w ^1. U Z
15'R 15'R a'R ' n ( 1 W a R w w w ,,w
fi rn �./ wEam wz
u
O 2w Q� f Qfn W
G°�PPr' j_ I VJ IL OtLZK o ONOOU
SEAL �
9.3 N 0' ECM l4': I0VE 200.00' u! y Q "pwa"rur
N 14°42100"E 9 AV N14.4Z069E -
3 Sanitary ySSew - SF_AL
6�� y Manhole#1A _
I Top22.87' 028852
QG OHE off PP Invert 17,RT
rr OHE OHE ONE OHE OHE OHE OHE
^AV Two TPe 3 OHE N PP
Y � OHE
A •, ........... • �
60
20'R 20 R . .. -
u —
Edge of Aspha t Edge of Asphalt ' I
GRAPHIC SCALE C-20 1
0 ,0 20 4D 60 EAST MOORS STREET y y
PROPOSED FULL
SCALE:1'=20' ACCESS DRIVEWAY 900rPUbiiC Right-of-Way
PEI JOB#: 15230.PE

/ am is at Southpoo ZLC�
I Reputed Owners
$ 4°4 hook 3576 Page 965
- - S 1 °41'00"W 200.00'
� I TP
66.86'
ti
?arg-. Ave. - _Am" kira.�r �
a yA
2
2y
! r
D ` 727LF -PROPOSED SILT FENCE.
I ap SEE DETAIL(TYP.)
SITE �i 1
I
co
X\\ Edgeof ods
_ - ..
4 v L
II
Cape Rear 4r.
J\ i (
j z
LU
Wooded Lotelf
i�
S[.lames
'< Church
W
LOCATION MAPe i / + R q 5 I
(NOT TO SCALE) v Pn ( \ EC DA 1
° 4 A=1 .9 ACRES
C/) (D 0 � -
co (� O
r — o H
f�I / ) w
z
r 97LF - PROPOSED SILT FENCE. o
SEE DETAIL(TYP.) j 3
Olt
(0 olo
44, 0
Q� N
`l PP
GO
V W R C o y
((�
.1 •� meal i i 7 i O C,�
/ Oo" Z
.� -' Landscaped Area
2 Landscaped Area Wooden Border II I W
Wooden Border s
--------------
DI `� _
111 t2"STORM
MH / J
\\ D Concrete E DRNE
no17
AA
I i
w
rn tom' ��
o v g o Memorial /
�' Garden
N '' z
Area / Co Cq Id/w/�,EXISTING 3 J
rim° EXISTING LAWN EXISTING DI
o ! ,4. TI S UTILITIES 1 �/
C Dy #.j2./: w z
a ? EC LJA f12S n'Mn S er
o A—� . ACRES I : T¢p s Q
��"
7 STEP
NEIGHBOR'S - 4 r.'+ EXISTING SANCTUARY San Its rySew` r v Q Q �--I U
6"PVC a e rs
NCR FENCE M t 6,189 SF I PP fT '�
NCROACHES Bench rl(North to run parral I
( I FFE=26.05 hod with me pa�eml Q U
Carolina G etic + i I
Survey Monunrr)}eent Q QSIR I
(/]
25.725"FASL Stoimse, m W
oManhole#2
I �t I - - ( --� \� • I I Top2321' r7 x Q (�NGVDLLI '29 I1 t ( Invert/16.
� Invert Out 16. I�
� W x O
Neighbor's 1 LP . . LP LP '
Asphalt Pavement r...!.
I w a x a
Encroaches
b
1
\ D 15"STORM MH I ";, h '
o <v v� Of
M ASPHALT DRIVE I f'- t- j
Q 24 o 0 0
LL
ff
- --- - /`'f � w� zco
3w
sewer ' w _ Y
_ _-
\ LS Drop/ow an{n Sewer I�� Z w <, H<N w
Mang
N3 O¢3 w <Ow 2
_ T"p71.BB• Top�2 BS'
o' Our 1�40'
p
_ /nved/n 18.5a' Boy-•••f4.
d T / It In 1644' W
23 _ q a l�rroerlsBs' s rmsawa SEAL
✓• 9slerrl Ry
9.30' ECM-1 ` N 14°41'00" 200.00' �- _ % o '�"�/� Q v.``"� GA '
% N 14°42'00"E — 98.15' N14°42 0"E /( _ � Baveain i6,3a '
Manhole#5
22 % - Invert our 16.26' Tr
TIE ST R DROP
scam sewer , Q-
r
TO Sanitary Sew '°�
v To 22. _ SE. _
EX STING P p ss
i i Manhole#tA 6ottam fe.76•
I INLET' /nvaaIn 1595'
_ pp I Op (7 OGSb52 =
OHE OHE OHE all DI1E OHE OHS— >— OHE OHE OHE P OHE wert21�g3 /y
Gr0 \ 2Z. '� ntu TPs \ -. S� PP Inver/Oul OHE .� NG' Es. ✓�� P
o° ___
--- --- --
1:
I � 0 2
—- - - - - -- - DEC 9
c ti BY:
f G Edge of Asphalt ' 1 C - 3 . 0
GRAPHIC SCALE `� I 0 30 60 120 180 EAST MOORS STREET
SCALE:1"=30' 100'Publie Right-of-Way co
PEI JOB#: 15231

N
�... \.. I / • ( /N/I///N4I,J V{ JVI/VIpW,• LLI•
Reputed Owners
\ , S14°4348'W Deed Soak 3576 Page 965 a
i -aroo•w zoo.00• 3
/� Aye 366.86' _ - rp
-
ivT Vh =24.50 = 4.50 =24.5 -- TW=24.50 =24.
k =24.\`- "Para / 4"OVATE BW=1 5 BW= 50 3
50 W=19.85 BW=19 LrMD
\P /
\R
A
Sow ` / e INN _ ti ! PROPOSIrp.3TQRMWAT)~Ry PROPOSED OUTLET I 6Q
- I � ^ FEW MAIJAGiEMENT INFtLTRATiOUBASIN STRUCTURE W/TEMPORARY
T N I 16 &TEMPORARYSEDIMENT BASIN FAIRTHCLOTH SKIMMER FOR '
/ Pa SITE Bw=2a.so i o - i
e N 17 t. TEMPORARY SEDIMENT
18 f> BASIN. SEE DETAIL
y 8k / 20 I BkV=.19.85 23 -- 24.
w / 25
Vt1=19:85 _ � ry =28.99
y F \ F
G=23.92 PG=24.2
PG=24.1 =20---
t' G=24.07 23-- 21 y/ .._ Z w
PIG=24{7 22 23
/ 3
r , w
_24 •�- - - - -- -- -- -
- % PROPOSED INLET - •,
St.lames ,_.:: / G=23.70 I PO=23. G=23.8 -- '
Church `• PG=23.97 PROTECTION.SEE \PG=24.4 - PG=23.8
t PG=23.7 2g DETAIL(TYP.) Bw=24.00 2a p
°yv IM=2 53 ! IM=23.50 PG�24.47 \ PG=23.87 1
PROPOSED TEMPORARY V
_ D(1�1 CONSTRUCTION ENTRANCE. �-+
G=23.85 �((� PG=23.97 PG=24.57 ", PG=24.1 `'y SEE DETAIL(IYP.) �
) =24. �101 G=24.73 PG=23.9 G=23. T
LOCATION MAP w PG=23.8 \ PG=24.27 24.15
(NOT TO SCALE) N N ro G 3.76
y a ui I =23.9 G=23.88 (,"! I PG= °p
°� \ =24.11 G=23.83 N
ASPHALT AREA NOTE: f�� � - % PCa=P3• G=24.09 I G=24.26 W v, U ram"
1. SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL gib o0
n /-PG=24.g5 PG=24. i PG=24.0 PG= .7 /�'
OPERATIONS TO PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE �$ aw -24.0 % f/ I \ z rr ' P' J
SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS. m I G=24.26 \ TS=24.1 ~' TS=24 27 PG=23.97 G P -933 ' l � P4 in
?Q G=24.16 2a G=24.36 G=24.1 PG=24. =28.99 O O
BUILDING PAD NOTE: E f T =24.3 ; *, IPW*LV
1. SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL Z° OAK l 0 .
PG=24.4 PG= N o STORM SEWER COLLECTION o
OPERATIONS TO PROVIDE A COMPACTED CONTROLLED BUILDING PAD, IN ACCORDANCE WITH THE TS=24. TS=24.34 G=24.05 a SYSTEM. SEE STORM SEWER O H
PG G=25.23
SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS. PROPOSED LIMITS OF PG=24.29 'L 1 / Q SCHEDULE, THIS SHEET FOR F- N C)
a DISTURBANCE (TYP.) > ", 8"WATER ATER G=24.62 G=24.37 PG- m DESIGN ELEVATIONS 0
STORMWATER NOTE: N PROPOSED SILT FENCE. OAK
�xq a"WATER ° PG=24. ' 1 0
G=24.48 PG=24.4 G=24.12 LL
1. THIS PROJECT DRAINS TO A PROPOSED ON-SITE INFILTRATION BASIN WITH AN OUTLET STRUCTURE SEE DETAIL(TYP.) OAK r G=24.49 PROPOSED LIMITS OF z H
FOR FLOOD CONTROL. , 1 DISTURBANCE (TYP.) I-
G=24.45 G=24.28 TS=24 §D 4 K G-2 3 PG=24.6 G=24.34 ( W 0
2. ONCE SITE IS STABILIZED AND SEDIMENT BASIN IS CONVERTED TO AN INFILTRATION BASIN, \ =25.01 ' 2S PG=24.1 PROPOSED SILT FENCE.
CONTRACTOR SHALL REMOVE ALL SEDIMENT FROM BASIN AND RESTORE TO DESIGN ELEVATIONS. \ G=25.15 =24. PG=24.09 PG=24.2 ' SEE DETAIL(TYP.)
2y TS=24.45
GENERAL NOTES: G=24.43 PG=24.45 , x Ts=24.89
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL STATE OF NC, CITY OF SOUTHPORT, AND I G=24.30 ,. PG=24.89 - - - + G-24.12
BRUNSWICK COUNTY STANDARDS AND SPECIFICATIONS. G=24 TS=24.53 G-25.39 G-25.80 PG-25.2 yh G-24.49 M
2. THE CONTRACTOR SHALL PLACE INLET PROTECTION AROUND ALL STORM DRAIN INLETS TO S=25.1
G=24 9 G=24.01 r N
PROTECT THE SYSTEM FROM COLLECTING SEDIMENTATION DURING CONSTRUCTION. INLET TS=24.48 „, sa ,,, � �
PROTECTION SHALL REMAIN IN PLACE UNTIL THE PARKING LOT IS PAVED. \ I ry PG=24.48 T`_�` , " a , la t$,% ' ', g /
Q �y� t7 �+
G=24.24 4..Vv ER TS=25 6 � a � (`t N
G=24.40 s u
/ 'r3it °AK : I% .?z °k�.s t.. x{ ta • =24.04 sa
3. CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE WITHIN ASPHALT TS=25. N. G 3.9 ' 3 �y v a o V
OVERLAY AND NEW ASPHALT AREAS TO MATCH PROPOSED GRADES. - ' k`r7 _' o �l V c�
8 ': r L" a k4.'' : r a ks - c '�T$ �5 / =23.: 1 G=23.81 b �7' �Q O W Qk
l S=25.1 ( s �� L °c
TS=24.52 "sM:r 4..WAZER „-� , ,.; s �. , m
4. ALL PROPOSED SPOT ELEVATIONS SHOWN IN THE PARKING LOT ARE PROPOSED EDGE OF I - - \ ° r f+ r ' 3
2a G 4. PG=24.52 > x ' tt O z a�
TS- .57 TS-25.2 s 2 ^ IFF�iii
PAVEMENT OR FACE OF CURB @GUTTER FOR CURB SECTIONS, UNLESS NOTED OTHERWISE. / TS=25.54 > 2 e , x e DF103 1 =23.67 O W C
n, h, 'm Cp �" o
/ 2 TS=25 7 a � _3 o n �( 4 z C�
5. ALL ROOF DRAINS SHALL BE DIRECTED TOWARDS ON-SITE COLLECTION SYSTEM. NO ROOF DRAINS :/ o- t P =24.0 PG=25. m
SHALL BE DIRECTED OFF-SITE WITHOUT ENTERING THE ON-SITE COLLECTION FIRST.
\ TS= x¢ , s 1 rs P24 I�G- .0 I 3 a 2
- l TS=25.2 �i by+ 1 2
6. ALL SIDEWALK CROSS SLOPES HAVE BEEN GRADED TO MEET ADA REGULATIONS. CONTRACTOR G=2 19 TS=25. t �q ' s m
SHALL CONFIRM GRADES BEFORE PLACING PAVEMENT OR SIDEWALKS AND REPORT ANY \ PG=24.1 TS=24.93 TS= 4.91 TS=25.1a� .
DISCREPANCIES TO OWNER AND/OR ENGINEER. PG=24.43 TS=25.4 2 .01 I 3 l
�1� � ` _ 2
TS=24.86 T 24 99 TS=25 8 " f if a:c =24.
PG=24.36 t �, I
7. THE CONTRACTOR SHALL USE EITHER RCP(CL. 111)OR HDPE PIPE FOR THE STORM DRAINAGE IM=23.6TS-2 TS=25.9 55. > + � ,'zi�ix; TS-24 =24.16 w 3
SYSTEM. IF THE CONTRACTOR CHOOSES TO USE HDPE PIPE, IT SHALL BE ADS N-12 WT STORM PIPE \ p4 / o
UAL AND SHALL BE INSTALLED TO MANUFACTURER SPECIFICATIONS. IN ADDITION, , TS=25.77
OR APPROVED EQUAL / __ �+� ?a,,_� `_,3 �- � , •. / I•.�
THE CONTRACTOR SHALL BE SURE TO PROVIDE CONCRETE COLLARS AROUND EACH F.E.S.TO �, o TS=25.22 ;` " ` yy' T gas G .06 `+
PREVENT FLOATATION IF HDPE PIPE IS CHOSEN. Q i n a PG=24.72 � TS=25.3.0
T 25 61 J
TS=25. `�
8. CONTRACTOR SHALL REFER TO THE REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL = ^ a \ G=24.41 =2 /. ' TS=25.6 S=25.52 -�a 7 f: ~
ENGINEERING ANALYSIS FOR SOUTHPORT PRESBYTERIAN CHURCH PREPARED BY ECS CAROLINAS, p m 4 _ _ \ S= .63 G= p
LLP, PROJECT NUMBER 22.23197,AND DATED SEPTEMBER 11, 2015 FOR SITE CONSTRUCTION -L�o G-24. TS-25.41 } =25,18 TS=25.85 TS=25.64
ao PG=24.9ry TS=25.46 TS=25.75 TS=25.7 � $Q S=24.61 PG= .1 pv � U 7
RECOMMENDATIONS. c I G 4.24 , ram,
PG=24.11
AS-BUILT SURVEY NOTE: 2 PG;X•222 aEXIST41ING LAwN +s_25 UTILITIES I s U
1. THE CONTRACTOR WILL EMPLOY A LAND SURVEYOR LICENSED IN THE STATE OF NORTH CAROLINA I S 25 97 N IJ z
TO PROVIDE ACCURATE REPRODUCIBLE AS-BUILT DRAWINGS OF THE INFILTRATION BASIN TO THE TS=24.37 V) W W4
OWNER UPON COMPLETION OF CONSTRUCTION. UPON CHECKING BY THE OWNER,ANY 3 I =24 tih TS=25.77 PG=23.87 w LJ ^
DISCREPANCIES WILL BE INDICATED,THEN THESE PLANS SHALL BE RETURNED TO THE
i G=24.45 I FE=26.05
CONTRACTOR FOR CORRECTION PRIOR TO FINAL PAYMENT AND FINAL INSPECTION. i I g
_ - T �I `R � 2`:, (a G
3 O H O Z
ITS=25. 4 n m TS Z3,82
IJ
-- G 4.60 G=24. PG=25. 4 FFE=26.0
LEGEND: Ts=25.79 PR PQ$ H QFFIC $ ` PG=23.82
-'--- 16 ---- EXISTING CONTOUR NEIGHBORS EXISTING SANCTUARY '� -L TS=23.76 M=2 2 PROPOSED INLET F-�1 ^ w
ex°ORoncs N f PG=24. 3 6,189 SF I� ryISMlR L RESTR O S ' G= 3.75 ' 3 O {-.� U
r , : 1 PG=23.76 PROTECTION. SEE
29 PROPOSED CONTOUR STORM SEWER COLLECTION TS=25.79 FFE=26.05F� M !AN 0
DETAIL (TYP.) I O
SYSTEM. SEE STORM SEWER P 24. Jnh a !iT 483 ' ^ r�� Q (,n �H
EG=25.05-� EXISTING SPOT ELEVATION SCHEDULE, THIS SHEET FOR \ FFE=26.0 i By j Wri 0 PR y 3 j, n /n,:<• 1--1 I 1� w y�
DESIGN ELEVATIONS w PG=24.7 TS=25. &Ig r n4sL 2
PC=25.05 PROPOSED EDGE OF PAVEMENT ' j TS-2
PG=25.2 N PG= 1 tr,../ 0 1 ssr
TS=25.05�\ PROPOSED SIDEWALK ELEVATION 21
N i T 25.72
TC=25.05-� PROPOSED TOP OF CURB ELEVATION \ �=24. P 25.22 _ _ - _
- G25. 8 7 \ O U �
rT�
2s \ F.L
Neighbofs ,,, N ..•f,;.. >.., ...s . - .. •:.:i... , I G424.06 n G=2191
Asphalt Pavemen n a
•. .. - ..
INLET PROTECTION
- __ J. ,-- .-
Encroaches � � ... �: .. , .. -�.:: � ..-. :' •: _,.:.. , - 25 � w- � II rc a¢
PROPOSED INLET \ 25 - �- - G=26.10 PG7 PG=24.1 = 4.10 a' O '
LOD LIMITS OF DISTURBANCE NOTATION: I 24. - - ? a
Cl = CURB INLET PROTECTION. SEE EG=25.24 ___ 25 _ W I
- - - - SILT FENCE DI = DROP INLET DETAIL(TYP.) -- r! -22.56 ' O
- CO = CLEANOUT - - PG=25.87 PG=25. G=23.6
G-2g.77 E 4.6 G=24.66 EG=24.8 EG=24. G3 1
7 - G=2 . 5 EG=24.2^' oT' I I- M o O
DRAINAGE FLOW PATH DDI = DOUBLE DROP INLET DF106 ---- 24-. Rio - .7 ' ' ' � o 0 () U_
MH = STORM DRAIN MANHOLE _. - - w G=22.2t H 5 3 z o U
S
DRAINAGE INLET LABEL RD = ROOD DRAIN CLEANOUT 24
/ IM=23.43 Y4 �, r �'E' a LL
PG=23. G=23.82 E _ . 25 G=25 24 - RIM=23.5 EG= o w L a n o Z
FIFE = FINISHED FLOOR ELEVATION ! / G=23.62 PC'= " _ e w z w w w o
SPILL GUTTER = ! p _ - r /- ,Z o 0 z z W
® BPE BUILDING PAD ELEVATION ct 23.7 _ __ _---- __ - 23 :,.>.: z K IU O o w pu
/ f 0 ('4. 4t!_N/ Z W a,� W J°>W
OK?W aUW S
0 OIL
G=23.8i' _ aaT a0i ao-L. ao-I ao I Doi do I a0� BY.
J
PG=23.8 -
i � � - _.._- !tR J(llR tf"/f/i1]/IYI(NJ Xi SEAL N„1/1111/1/
STORM SEWER SCHEDULE: - s.3o ECM N 14^aroo E 200.00' ` j Y - _ "'N GAR
w
Upstream Downstream Diameter Upstream Downstream Pipe Length Upstream Rim Downstream N 14.42'00' - �2 N14_42 •E \, It , G --. 11.g11 fr m'
Node Node (In) Invert Invert (ft) Slope(%) Elev IWn Elev Pipe Material -- \ /e- - -
22 2 �-
C
/ - .. 3
10,12, ;,' ( -
DI-101 FES-100 24 17.46 17.00 46 1.00 23.50 RCP III - I, 0 u m 1> f-�-1 ° F�L
DI DI-101 15 19.01 18.21 177 0.45 23.50 23.50 RCP I II Qf E OHE ONE p E OHE OHS- - ONE OHE OHE ?//aa,' 2t3852 ,_
�/
DI-103 DI-102 15 19.37 19.01 120 0.30 23.67 23.50 RCP III ) '""'P°,__. --_ ONE
DI-104 DI-103 15 19.66 19.37 99 0.30 23.52 23.67 RCP III --
_ - S
CB-105 DI-104 15 19.89 19.66 74 0.30 23.42 23.52 RCP III R 11
DI-106 DI-101 18 17.89 17.46 86 0.50 23.53 23.50 RCP III - _ - 23
DI-107 DI-106 23
15 18.88 18.14 147 0.50 23.68 23.53 RCP III Edge f Asp f ) ~
DI-108 DI-107 15 19.58 18.88 142 0.50 23.43 23.68 RCP III Edge of Asphalt a C-3 * 1
EG=23.7 EG=23.7 EAST MOORS STREET
EX MH-1 DI-107 15 19.04 18.88 34 0.50 24.38 23.68 RCP III GRAPHIC SCALE
EX DI-2 EX MH-1 12 20.29 19.77 103 0.50 25.57 24.38 HDPE loorPublic Right-of-Way o ,o z0 4o so
SCALE:1•=20' PEI JOB#: 15230.PE

1/8"
RAID. 12' 12" 1.
2"SF9.5A SURFACE COURSE, MIN. ASPHALT d °..d < ". Q< A SYMBOL TO BE PAINTED
DENSITY REQUIREMENTS IN ACCORDANCE RESERVED VAN !o (HIGHWAY GRADE)YELLOW PER
° * q w ACCESSIBILITY STANDARDS.
00 WITH GEOTECHNICAL REPORT a ` PARKING e. R7-Bs m
W&O
" 6'-D• VARIES FLUSH 6-0. ACCESSIBLE�12"x6"
6"NCDOT CRUSHED STONE AGGREGATE BASE W/ASPHALT 6
COURSE 100%MODIFIED PROCTOR MAXIMUM _1/2"JOINT 2°
DRY UNIT WEIGHT PER AASHTO T-180 SEALER 1/8" RADIUS,TYP, r / 18"
COMPACTED SUBGRADE* DUMMY GROOVE RESERVED o
\j�\jam\jam\jam\j\\jam\jam\jam\jam\\j\\j 100%ASTM D698 TO 12"DEPTH c ° .; ° PARKING "
EXPANSION JOINT CONTRACTION JOINT 4�.
SLOPE ° ' SLOPE < ° / 1 j�f' MUTCD
VARIES —o a / , R7-e zo
LIGHT-DUTY PAVEMENT SECTION a ° d o , t6 , 7-8
NOT TO SCALE 1/4 PER FT. ° _ , 0 6" /
4"� e, . " o < . . ° 3,000 PSI
CONCRETE
MAXIMUM z
SECTION VIEW HANDICAP RAMP PENALTY 9- 2' HANDICAP PARKING SYMBOL °
6" NOT TO SCALE $ 250 MAXIMUM NOT TO SCALE >
3"SF9.5A SURFACE COURSE, MIN.ASPHALT " e ASPHALT r PENALTY a R7-6DLU
DENSITY REQUIREMENTS IN ACCORDANCE d 12 KD
00 WITH GEOTECHNICAL REPORT `r �---6" PAVEMENT 5, O $ 250 x
rTTc 8"NCDOT CRUSHED STONE AGGREGATE BASE a ��K _I"
COURSE 100%MODIFIED PROCTOR MAXIMUM �+
DRY UNIT WEIGHT PER AASHTO T-180 /121 MAX. To
o x
/ PAVEMENT/GRASS
\/\/\/\/\/\/\/y COMPACTED SUBGRADE* 100% g• 6 O O V W
\ \ \ \ \ \�� ASTM D698 TO 8"DEPTH PAVEMENT CURB —
1/2" EXPANSION JOINT-MAX. 50' SECTION A-A NOTES: U
HEAVY-DUTY PAVEMENT SECTION O.C. &BETWEEN STRUCTURES 1. METAL POST AND ALL HARDWARE SHALL BE GALVANIZED STEEL,ASTM A307-90. W
NOT TO SCALE
A 2. POST HOLES SHALL BE FILLED WITH GRANULAR BACKFILL IN 3-INCH TO 4-INCH LIFTS. H 10:1 3. THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL AT TOP TO SHED WATER. FORMED HOLE FOR#4 REINFORCING BAR
4. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM 2' MIN. LENGTH (TYP. EA. PARKING CHOCK) (� p!
COMPRESSIVE STRENGTH OF 3000 PSI. DRIVE REBAR FLUSH WITH TOP OF CHOCK. Q
5' 5 5. SIGNS SHALL BE CONSTRUCTED OF ALUMINUM,TYPE 6061-T6 AND IN CONFORMANCE
�, WITH ASTM STD B-209.THICKNESS SHALL BE 0.80 INCHES. Z W )~
ASPHALT CONCRETE 6. TOP EDGE TREATMENT FILM SHALL BE 3"WIDE, CLEAR AND TRANSPARENT WITH A p I~
SUB-RESISTANT PRESSURE SENSITIVE NON-YELLOWING ADHESIVE, °SKOTCHCAL" 4" STANDARD PRECAST CONCRETE PARKING CHOCK I_
"CONCRETE 5' 0" A 17' TRANSPARENT FILE#639. 2 (D O
GROOVED 7. REFLECTIVE FACING MATERIAL SHALL BE SCOTCHLITE HIGH INTENSITY,MANUFACTURED O
4 - CONTRACTION JOINT BY 3M COMPANY. LL (~
12" d° 8. SIGN LETTERING SHALL BE NIPS MODIFIED CLARENDON TYPEFACE. UPPERCASE LETTERS WHEEL STOP Z
SHALL BE 3.75"HEIGHT AND LOWERCASE LETTERS SHALL BE 2.5"HEIGHT WITH 3.75" NOT TO SCALE w
PLAN VIEW SPACING BETWEEN LINES. 6' *NOTE: WHEEL STOPS SHALL BE PLACED
9. CORNER RADIUS OF SIGNS SHALL BE 2.5"ARROWS SHALL BE 5.625"LONG BY 3.75"HIGH. 2.5' FROM THE END OF THE PARKING STALL
6° CONCRETE WALK DETAIL WHEEL CHAIR RAMP (DROP CURB) 10. MOUNT ON BUILDING OR METAL POST AS DIRECTED. �T
COMPACTED SUBGRADE O NOT TO SCALE NOT TO SCALE
95% STANDARD PROCTOR HANDICAP SIGN DETAIL W
ASPHALT TO CONCRETE PAVEMENT TRANSITION NOT TO SCALE
M
O
NOT TO SCALE N
(7 * o .� d4
n C) o0
VJ p [� N
1/2"R 18" 2
6 O � Qt �
1/2"R� 6, t 6' 3 R pf v
w
3"R 1/8"R o ZO-c
}yo r-- J
tV / 2 W� V
(6
' 6"AGGREGATE BASE �" ` : r "AGGREGATE BASE
� ZO
4 . x r
1'. COURSE UNDER F.'+ h. �. T 4 °,s �� , ,'..c,`,,�'" COURSE UNDER
" CURB. v 6" .`24":. 6.r 24" CURB. a W
24" CURB AND GUTTER 24" CURB AND GUTTER
(REVERSE SLOPE) NOT TO SCALE
NOT TO SCALE O
GENERAL NOTES:
CONTRACTION JOINTS SHALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT THAT A 15 FOOT SPACING MAY BE r� x
U
USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED U
WITHOUT THE USE OF TEMPLATES AT 10 FOOT INTERVALS. JOINT SPACING MAY BE ALTERED BY THE .,
ENGINEER TO PREVENT UNCONTROLLED CRACKING. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF P4 < '
TEMPLATES OR FORMED BY OTHER APPROVED METHODS.WHERE SUCH JOINTS ARE NOT FORMED BY V
TEMPLATES, A MINIMUM DEPTH OF 1-1/2" SHALL BE OBTAINED.ALL CONTRACTION JOINTS EXCEPT IN 8"X 6" I Z
MEDIAN CURB SHALL BE FILLED WITH JOINT SEALER. EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS
AND ADJACENT TO ALL RIGID OBJECTS.
e• 3w
O r�l O
R LLPEI
14• /�� I-SJy �'1'�
� F+I O
12'I b P4 O
14• 14• R40• b
R2r •r'•'YI w
� r H
ar I�✓
a 4• v1
- 4•
_ x0 �
ar
12:4 N OE4 7 � � � W
STRAIGHT RIGHT OR LEFT 6�• a Q �U =
ARROW TURN ARROW COMBINATION STRAIGHT AND
� m
s" DIA.STD. STL. PIPE 10' SKIP LINES LEFT OR RIGHT TURN ARROW e o aa
�
BOLLARD(S)SET IN 4,000 PSI z x
CONCRETE MIN. 12"x12"x36„ FINISH CONC.TO YELLOW OR WHITE O
DEEP. FILL PIPE SOLID W! DOME SHAPE W/ GORE LINE °O t6 O Q a
CONCRETE FLUSH W/TOP. SMOOTH FINISH.
PAINT W/TWO COATS OF :D 5 Z O
SW4081 'SAFETY RED° WHITE o 0 o z
PAINT 40 15 5 Z o [7
DIAGONAL LINE
EDGE LINE �' w o z
�° 2' MINI-SKIP LINES w a W w w Y
-v 1" RADIUS o w w r N Z W
SET POST I Q EDGE —I YELLOW OR WHITE YELLOW OR WHITE W J 3 J
~ d cOiaLLIt 0 o0ooc=i
CONCRETE YELLOW OR WHITE "r C/�
CROSSWALK LINE 41�' 11"aww"ur
w
® ® L"
` TURN LANE LINE „ Q cAR
COMBINATION LEFT COMBINATION LEFT o ` -7
o - WHITE 15 AND STRAIGHT RIGHT TURN ARROW AND RIGHT TURN ARROW
WHITE _T STOP OR TRANSVERSE BAR t9\ 0LBB52 e
.0 4 '"
�/` 'NOTE: WHEWIDTH
A PWES FOR *NO INDICATED,THE �. - - '�� yis i
12 � ' :> 8' � � FIRST WIDTH APPLIES FORA'NORMAL•WIDTH UNE. GENERAL NOTES: p Nt%�'
•MIN: < THE SECOND WIDTH APPLIES FOR A"WIDE'LINE. - ALL PAVEMENT MARKING SYMBOLS SHALL BE WHITE IN COLOR-PAVEMENT MARKING
y2"EXP. CENTER LINE `� "WIDE'LINES ARE REQUIRED WHEN DESIGNATED IN SYMBOLS SHALL NOT BE LOCATED AS TO ENCROACH INTO INTERSECTION AREAS.
JOINT THE PLANS,OR WHEN DIRECTED BY THE ENGINEER ON PORTLAND CEMENT CONCRETE PAVEMENTS,PAVEMENT MARKING SYMBOLS SHALL "'""
NOT BE PLACED ACROSS TRANSVERSE EXPANSION JOINTS UNLESS APPROVED BY THE
ELEVATION YELLOW _T WHITE ENGINEER.
PIPE BOLLARD DETAIL PAVEMENT MARKINGS LINE TYPES PAVEMENT MARKING ARROW SYMBOLS a C- 5 . 0
NOT TO SCALE NOT TO SCALE NOT TO SCALE ^^
1� PEI JOB#: 15230.PE

STEEL POST
SEDIMENT BASIN #1 CALCULATIONS
FILTER FABRIC [Designed Per NCDENR Erosion Control Design Manual (6.61)]
ATTACH SKIMMER TO THE LOW Drainage Area (100 Ac. Max.) = 3 Ac.
FILL FLOW ORIFICE(EL.=21.50)
M Qioy.. (From HydroCAD) = 18.4 cfs
N SLOPE 2.0"FAIRCLOTH SKIMMER
GROUND LINE MAXIMUM LEVEL OF SEDIMENT DRAWDOWN VOLUME (OR APPROVED EQUAL) RISER EL.=22.9 SEDIMENT BASIN #1 CALCULATIONS
6" /�/ COLLECTED,CLEAR BASIN ORIFICE DIAMETER AIL) (SEE OUTLET
STRUCTURE DETAIL)
EL.22.90 TO EL.21.50 Requirements:
MIN. WHEN THIS LEVEL IS REACHED Q w (SEE DETAIL) - Min. Surface Area (435 sf/cfs) = 8,004 sf
TOP EL.24.50 ,
/\/\/ 8q ,
_T
Min. Volume (1,800 cf/Ac.) = 5,400 cf
/ / \X/\X/\X/\�/\� ( °y - II I ' Provided:
/ / /// / -
\ \\ \//\\j\\%\\j\\� I=I I w FLOW-r Basin Volume:
--- -- --- -- wok -- -- - _.-- . - --- Incrementa Cumulative
-� I w I Contour Area I Volume Volume
_ ------ ------ -------- moo ter= ------------- --------- ----- --- --- ---_ - _
INV.IN =19. Contour (SF) (CF) (CF)
ANCHOR FILTER FABRIC M y t i I, I INV.OUT=19.50 19.85 7 710 - - O
SKIRT AS DIRECTED BY FLOW-� Wo -) 20.00 7782 0 0
THE ENGINEER BOTTOM ELEVATION= 19.85
�j ��I I I _III_- I I -_) I-_ I _I I I- I I I 21.50 8,511 8194 8,024
J I ( I _ _ _ _ _ _ _ _ _ _ _ 21.50 8,511 4,194 12,218 Skimmer Discharge Elevation W
STORM DRAINOUTFALL -III-III-III-III
-III-III-III-III-III-III-III-III-III-I I 22.00 8,761 4,318 16,536
22.90 9,220 8,091 24,628 Emergency Spillway Elevation x
VARIES AS DIRECTED BY ENGINEER(6'MAX.) 2 .00 9, 425 25,552 P4
SEDIMENT BASIN #1 DETAIL 2
4.00 9,792 9z 9,531 35,083 �
TOP STRAND NOT TO SCALE 24.50 10,059 4,963 40,046 x
MIN.#10 GUAGE STAY WIRES MIN.
#12-1@GUAGE Outlet Structure See H draflow Data): (�
a Orifice EL. (Temporary Orifice)= 21.50 <--Skimmer Elev. (� V
i w Weir EL. (Emergency Spillway)= 22.90 EH�
wD
� 2 �
Proposed Sediment Storage EL. = 22.90 <--Crest of Principal Spillway r�r71 00
w c4 SCREEN ACCESSIBLE Volume at Proposed EL. = 24,628 cf w F
EXISTING TREE VENT THROUGH DOOR Surface Area at Proposed EL. = 9,220 sf O O
\ / /\/\/ /\ \/\/
0
\ \ Pond Dimensions: @ Principal Spillway El.\\ x
/// BOTTOM STRAND \ / Length = 160 ft z (ij ) -I
\/ \\ MIN.#10 GUAGE / \ , l Width = 34 ft ° Ln
/\ NOTES: \ )� L to = 5:1
- - 0
W Ratio
ems+
1 MINIMUM OF 6 LINE WIRES W112 STAYPACI SPACING
SHALL HAVE A /
\ / SEDIMENT BASIN CALCULATIONS U. H
2. FILTER FABRIC SHALL BE A MINIMUM OF 36"IN WIDTH AND SHALL BE NOT TO SCALE
FASTENED ADEQUATELY TO THE WIRE AS DIRECTED BY THE \ /� DRIPLINE ~
Z O
ENGINEER C/)
3. STEEL POST SHALL BE 5'0"IN HEIGHT AND BE OF SELF FASTENER \ I rl J
ANGLE STEEL TYPE PROTECTIVE I� T MIN. STAKE HEIGHT U
BARRIER 4 - ABOVE GRADE
FLOAT
Southport Presbyterian Church T
Temporary Sediment Fence W o
�'I ( r I_fl� ��..-�%, --1 •_., 1.,, Iti. r L-^ �L I� ��� Z
FLEXIBLE JOINT M O
(RADIATOR HOSE) �7, r c
N N !�
cts
Requirement=100 ft per 0.25 acres disturbed 5 Y 00
`r
NOTE: OUTLET END:CONNECT���}}} BARREL PIPE LONGER THAN N
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO TO LOW LEVEL ORIFICE Z Ocl 6 '
SHOWN. USE PVC PIPE U p O - V
CONSTRUCTION AND A PROTECTIVE BARRIER IS TO BE (SEE BASIN DETAIL
FOR FOR SIZE).
Total Silt INSTALLED AT THE DRIPLINE.DRIP LINE-THE AREA OF SOIL
Disturbed Silt Fence DIRECTLY BENEATH THE TREE EXTENDING OUT TO THE TIPS OF
drainage Fence
THE OUTERMOST BRANCHES.
DA# area area Re uired Provided
W O Z O N
1 1.so ac 1.90( aC 7so sza METHOD OF TREE PROTECTION FAIRCLOTH SKIMMER DETAIL W � c�
DURING CONSTRUCTION
GUIDELINES FOR TEMPORARY NOT TO SCALE NOT TO SCALE Z _off "
z
SILT FENCE DETAIL z
NOT TO SCALE
A W
5'STELL POST W
4'MAX (SELF-FASTENER GALVANIZED BAR GRATING 1"x 118"BEARING BARS.
_________ __ STEEL ANGLE TYPE) FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4"x 1 1/4"x 1/4"
19 GUAGE HARDWARE CLOTH GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF 7 x
MESH OPENINGS) EXISTING GROUND COMPACTED BACKFILL TO TOP OF RISER=22.90 OUTLET STRUCTURE H
95%MODIFIED PROCTOR
NCDOT#5OR#57 "WIRE MESH IF UNDER PAVEMENT -----
----
---
WASHED STONEg - --- --- ----
.�- � ,�5-�'�"'^C'� 7,Ei� ;�: "7 ,4„`�' ..., NCDOT#5 OR#57 , �'.. > J,£�"" �ko ,. 2 % /\/\ y�,OP� //
WASHED STONE A .A� .P? .r 7 \\/\\/
�. � ? ?a \ /� i
1"I'll ii= /VA//V�•//�i % /✓�/� l/ /AAA/� a'�
1.5"PEAK ELEVATION=22.90
s \//j\
A A m jAA �/fit �w ��� /AAj �-+
L _ a //\ �/ / b\/ /\�/ //\ 3'x3 REINFORCED OUTLET PIPE
BOX / \\/ {y / �F \\j\\ CONCRETE BOX 1 43LF- 18" RCP CLASS III �J
OPENING \lN a //\/ �i �&l // / ( ) F�
�;z VAjA�/ ��/✓� //� �A /AAA � INV. UP =20.35
31 / /� 1 // / / SLOPE WALLS TO ANGLE OF i o �1
l n£O \\,\\ REPOSE OF SOIL OR AS i o
/ \/\\/ / � INV. DOWN = 19.50 '-i
APPROVED BY THE ENGINEER / SLOPE =2.0/o F�
x
\/ ' \%/ COMPACTED PIPE EMBEDMENT -6" W EXTENDED O r�ti
, 1 SECTION A-A g / / ° r�TT
/� / TO 90/o MODIFIED PROCTOR i e BASE F�
\ VA U
NOTE: a \%/\\%l /i!; \ \\ rT1 II--�{ PLO [ZI
1. FOR CURB INLETS AND DROP tD \\/\ COMPACTED GRANULAR MATERIAL µi
O
INLETS \\/ IF REQUIRED BY THE ENGINEER NOTES: (/� H Z
/\/\/\/\/ 1.) ALL STORMWATER(INCLUDING ROOF DRAINAGE)MUST BE CONVEYED TO THE
INLET PROTECTION / / STORMWATERBMP. W �:)
NOT TO SCALE PIPE WIDTH+24" 2.) A TEMPORARY 2" LOW FLOW ORIFICE SHALL BE ADDED TO THE OUTLET CJ P4
TRENCH BOTTOM STRUCTURE TO ATTACHTHE SKIMMER TO DURING CONSTRUCTION ACTIVITIES.
LENGTH J THE TEMPORARY ORIFICE SHALL BE PLUGGED OR GROUTED AT THE TIME THAT
ALL OUTLET STANDARD PIPE TRENCH DETAIL THE TEMPORARY SEDIMENT BASIN IS CONVERTED TO THE INFILTRATION BASIN. Z N=m w m
PIPES SHALL HAVE
FLARED END SECTIONS "_' NOT TO SCALE OUTLET STRUCTURE _ c <
O
Pp NOT TO SCALE
RIP-RAP I=- QO
STORM DRAIN PIPE o �✓ 0
APRON 3 J�� . ;
y >> cg Z
PLAN
;., y + "•. r 7 ' ' '' SEED INFILTRATION BASIN IN OVERFLOW STRUCTURE
5 _ r (SEE DETAIL) H g s z o 0
TAILWATER cy*yrQ ACCORDANCE WITH SEEDING
SLOPE=O% ' }} 45, r' •+ j y1 TOPEOF L. 24 SPECIFICATIONS ON SHEET C-1.0. U j m O' °- Z
TOP OF BERM W a z w°w w .,o
.50 3 3 EL.=24.50 Q 0jmug ui��3cYi
FLOW _ 6"MIN. d U a LL 0 o m o o U
i ZW�� I-a,ngQw
� `_ - - - .����• 100 YR.EL.=23.400
STORM DRAIN PIPE - - - - - -- --- - 6 _ _
2"-3"COARSE .� 1.5"EL.==2.90 _
�''� i �% �/ /.✓ / . / �j AGGREGATE / _- -_ -_ -_ -_ -_ -_ -_ 25 YR.EL=22.84 _- J „- .,.... _ _ .- ��� SEAL`o��numru, �.
1YR.EL.=20.09
PLAN VIEW - I
FILTER FABRIC �-N.C.D.O.T.CLASS B - s
RIPRAP,MINIMUM POND BOTTOM EL.=19.85 SEAL
. ..y^Ya' "�..::uJ•,,� r:.ta�,•s:..:p;d s:y' .`iG4•::h . . .�i.%i<••.i .r •^.s` " "�.�reai
18"THICK,TYPICAL 50 MIN. -
SECTION _ 028852
STILLING BASIN
43LF-18"RCP STORM "�✓� F��P ,'
RIP-RAP SCHEDULE 6"DIVERSION TO DIRECT RUNOFF FROM RlW - SEWER @ 2.0% Q�
LINE BOTTOM OF INFILTRATION
INV.UP=20.35
✓ _ .-a POOL BOTTOM EL.-16.00 BASIN WITH A MINIMUM OF 4" INV.ON.=19.50
UPSTREAM DOWNSTREAM
PIPE DIA. (IN.) LENGTH (FT.) WIDTH (FT.) WIDTH (FT.) RETAINING WALL NOTES: CLEAN SAND(1-2%FINES OR LESS)
SECTION VIEW 1.) ALL GRAVITY RETAINING WALL DESIGN IS BY OTHERS
1 24 13 6 15
TEMPORARY CONSTRUCTION ENTRANCE INFILTRATION BASIN SECTION C- 5 . 1
RIP-RAP APRONNOT TO SCALE NOT TO SCALE
NOT TO SCALE
PEIJOBM 15230RE

Om OW 2M 6" IL' Bn Bn IWr, Bn oy �� 6'r ,Lr Bn Bn IWr 6" OHO
M BENERAL NOTES: f 1 F }
Q-1 2" WEEP HOLES QQ <. 1 Clfl. TYPE - z QQ 1•aiz - z 1 CLR. TYP. • z ¢Q
USE CLASS •B" CONCRETE THROUGHOUT. Q 33 AM Z z i•• ao « (p «
�o ^, z 2 D0" O io « io « #4 REBARS 'h°uv ro I F-� y O �o #4 REBARS 1I_�U
D ITn+ y 1-L -1 D __ . +. 1,,,¢OU >o 11y W .' #4 RESARS a ___
:.
m Z Ivr -
01,1 OPTIONAL CCONSSTRUCTIOORTED MONOLITHIC
POW 2- REMY OR N SAR DOWELS AT O O a S Z m Z m=-1 . '?^ ''. �r, LL J a�"z m="=1 : O o i
PROVIDE ALL DROP INLETS OVER Y-B- IN DEPTH WITH STEPS 12" ¢ U O s #4 REBARS- s i" o
USE FORTS FOR THE ECTETRUCT HE EN THE BOTTaY SLAB. F O „ T D I _-^ I J s i 1 O R y -_______^\1 p -
\ ___
CON
00230 1 UJ LL i0 Om I --- - 1 w o ------ w o :u•• wQZLL2 xOb9nm : I I ' w o 1 ,I w o THE PATTERN OF THE . :A wQZLLx
xZm X X Qc3DC O �a I I ' m I I _JJ THE PATTERN OF THE ..,r . I-op�o0 _ ''Iz� ' I I ' E-mp' I I J °.. :: ra4QOc0
REINFORCED CONCRETE PIPE IS SET IN FROMM SUB OF BOX, AGO TO SLA0 F x H z p�j Z S ca O T 1 1 ' Q m I I :• „ m NNDCK-DST r•. : p',• . . 4 a, , • ' Q ~ 2 WOOI I ' Q 10 1 1 : N - • •OUT oAs SxOWR ON M. No. 840.00. N F p hl r � 1 r. 1 '. t 3" I PANELS ARE SHOWN ° ' . :a TAF- O� I-1�r-n : I I ' � . H 3" 1PANELS ARE �1-I"'1 ,n 01••I 3 . , u., ' ¢IyN O n„ 3"OCONSTRUCT YITN PIPE CROWS WTWINO. O Q cs a 1 a H °d FOR ILLUSTRATIVE .:io• ., r.;,, p Q c3 a I a H a FOR ILLUSTRATIVE ¢pO az Ort � > > a:. 6 . . '••a:. o VJae jk-ir I I ; > � I 1 : > PURPOSES ONLY. r . .,°;,F::. °:.o... Z ¢-1 -- SEE STATIDAgO OMYING 840.25 FOR ATTACIWEXT OF FRWFS ANO ORATES BOT SIIONN. = N 1 1 , 1 I ' PURPOSES ONLY. •:.• - '. z F4 0y D INSTALL 2-WEEPHOLES AS DIRECTED BY THE ENGINEER. F-> D4 rr 1 1 3" I I �:: • ' - '> D 1 I 3" . 1 1 : .. .D<> F+ {Iy 3 N5 REBARS 12" #5 RESARSI °'q ':6: . °.'' .b•-. a•. -? IH <„1„ 3rr #5 REBARS 12" #5 REBAflS ' 'q '' TINSTALL STONE MIMS. OF A MINI"OF 1 WRIG FOOT OF NO. TOM STONE IN A O N I I ( - �u' P' .o' P • P P' � CL O y I ( I ; : -r : P , 0 : ;�� POROU9 FAWIC BIB 0R TRAP, AT FACX WEEI MOLE 0R AS DIRECTED BY TXE ENGINEER. w O CENTERS TYP. RS w o CENTERS TYP. 12"CENTERS 0 •' a t' B s 2 I pZ --- -l--a ----- r:' '.'S .s,. :.:°, _.° .s: ' p z -C_-�CHAMFER ALL EXPOSED CMWEW 1'. LZ
Y OPAWINB NOT TO BCAIE. lf s I I - r:. r. r . :. V:::- 4. « 1 I - t !PLANSECTION A-A m SECTION B-B m v ° ;v ; z OSECTION A-A SECTION B B C.
DWITH GRATE a FRAME REMOVEDI r D n ep-•:° •r ':O'.''° ° :'J ' + - -fD v .N.e,. 0 ° .! IB •D °'' ^-.'•' D ° ° W1" YIN. •.W::: . . .6�:' C 9 II•.. 6. i" MIN.r .R1 m z LR.ITYP) ¢ O m ...
BRICK COPELEVATCIDENTAL) cc ¢ LL mO O #4 R BARS C n CLflC( )Z TOP ELEVATION LL I'- ♦7Ir-0 O A #4 R BAR$ A C " C O 0 C'> G) AA O F-
G) : W D r _ CLR.(TYP) �c''a WAFFLE WALL ISOMETRIC VIEW v q y r - CLR.(TYP) �� WAFFLE WALL ISOMETRIC VIEW �` vO rSro. 340.13 FRAME O J fn TA « c9 O J O rH4xa W4xW4 c7 J In
= Iti a GRATE Z O .� fA 4x4 WaxW4 z C N D:C1 x t--- �' r4 BAR .. 1B1 CL H x " 9 2 WWF (LAP #5 REBARS @ 12" F 3(a Z w r + < r + ^ Q^ WWF (LAP #5 REBAflS @ 12 1"^ F-
I ` ' 3 O WWF 6" ON- CENTERS HORIZ.e" A B" a' W, _ C O G q WWF 6' ON- CENTERS (NORIZ. Q !A LU rn 3 z ( N Ill N -1 : IU REBARS) d VERT.) a2 J y s�_ � � TO REBARS) �: 8 VERT.) ¢= (USE WITH o W LL z . 5 gUSE WITHz x = O OMO 4' X 4' BLARGEfl oC7Q OMO �" X4' 6LARGER OV° 4W ppp<C�� O Z '.< .^ e•e• :.-•: •-::• DRAINAGE STRUCTURES ¢ 4'1 3 Z D • . - ••• '. :• :'°•` : '- DRAINAGE STRUCTURES Q Q >
OHO _ ZC ¢ 'R �i B ao D : :e a ZM fya B Wo TYPICAL) °. . ° z ~ z
DO I o e" O O D S O Bn ILr Err TYPICAL) o;• . O p _n O O Bn IL' 6" D
CC
O Q W x n Rl O v;:; P:::: Q Q m o;: 'p'.':.•. :?':: : H a.p i _ F F H- r WAFFLE WALL PLAN VIEW SOLID WALL PLAN VIEW :. ,,°: r , . . r WAFFLE WALL PLAN VIEW SOLID WALL PLAN VIEW ¢
D DO
to 8 L 6" 6 8 • • . G O N Err IL' Bn Br, Brr ° - . .° - ° - ° C O U
DOWEL Tn W _ m n I r 'r 'r :v,. ,v a. Q:.a.• In v0.�;p. .a0.�:? ,.'0''::v .o' :; U J p!I
m Z Z m SEE NOTE DOIEL(SEE NOTE) MAX. PIPE THIS SIDE 18'r g e ° '• c ' e•. .
M .�• .°.. :° Iti
Dr- Z z 5 . :. .•.c p ::. .•.e y F O r Z .:°, a . . ..°: a . . .•° a'. . .:°,.o ::. ° F o r--�
'"4 Z r G'7 :v::°' ?::°' ••:v::•° •:o::•A. :v;;a.• I.1 GI ?: :v;' ;' . . ;' . :' . .'.v, F-•r
f r C I" MIN. CLR. J N In r C Brr MIN. CLR. 1.. MIN. CLR. °.? :.,, :a ^ :.� :P ^ . . °.? ::• •°. N
SECTION X-X SECTION Y-Y J 1" MIN. CLR, � :
m m 4x4 W4xW4 - . 'o•;: O - z R�•PT�•�
('� v � T s' v o v' ..•P v ..•P ::'v' :.•0 :: U' Q v 4X4 W4%W4 .�0'':�;P' :.�? :.?' . .P � P. � .o''.:'e' 0''::
zti .� o :. . 5 . . :.c. :.. •r . :.. •'.r . :.. ,- zV -i r : w a . . . : p :: ° . : . .• ° . : V
0 DIMENSIONS AND QUANTITIES FOR DROP INLET BASED ON YIN. HEIGHT, H W 5 w A e. A a a.• W w WWF LAP G ° ° ° ° ° W
s C 4x4 W4XW4 o WWF 7 1. (LAP J :o:' . :a.' . .':o;' . :o. •-.;:o:: W C 4x4 W4XW4 J o ( Jv;' :v;' :o;' .':o:' . w;' . U c--•
CONTRACTOR SHALL DIMENSIONS OF BOX 6 PIPE CUBIC YARDS DEDUCTIONS FOR .A m WWF 6" ON- • mm m ' °'Y.:o••'.°'.�.:n••' °'<,`.u••' °' ,';o•.'.e' 6'. WNF LAP WWF �mp WWF 6' ON .,?.�,',°•.,
PROVIDE ASUMP OF AT PIPE SPAR WIDTH MIN. HEIGHT CUNC. IN BO% ONE PIPE R'I WWF (� 1WIF QTD TO REBARS) M ':r? :,.v ;;P ,.•P;; p P';iu•„•P ':i m " ( C UJ TO REBARS) « '':? :. o ;;? •P
LEAST B•FROM INV.OF PIPE Brr ONTO REBARS) r « ¢ •.5',• :.:°`.r,• :.n .4,. :.•.°: C . :.:°: 6 ONTO REBARS) r s ' rc D.':v..e`..O.,o..° .0.',0..'°`..0,•.v..-°` orr
BOTTOM WALL PER .
TO BOTTOM OF STRUCTURE D A e x SLAB FT. HT. •°�1�,x•' C.Y. R.C. > #5 REBARS > ' " o <'•'.' < N
/2" 9'-0 2'-0• Y-0 0.222 0.222 0.592 0.075 0.D28 > °.? :.: . e.? :.• . °.o: Qy O�
e
#5 REBARS 12" 'r ' :�:v' :,.P : v ;,.P ;;P. ' #5 flEBAflS 12" 1' 12'r CENTERS
r 12, CENTERS r,• -•° .a, r
1s" 2-3 a.fi43 o.ozs o.D33 CENTERS (TYP.) TYPICAL `i :v:; . ;o.' CENTERS (TYP.) TYPICAL
15" 2-6 0.703 0.033 0.099 ' �' ''
r:: :. ::,Y.. .•P :r :eP' ::Pare. r_:: .
24" 3-D O.Bi4 0.069 0.086 .•P :r :: av' ;;P :r ]•-y (1]
HEET 1 Of , EET 1 OF 2 SHEET 1 OF 2 MEET , F 2 - SHEET 1 OF 2 C✓��, f-•tJi
EET 1 of , ao^ a•o" r-o^ a-6 O.2zz o.zzz o.e2s D.o9z o.,2] ' SECTION 'D-DI m SOLID WALL ISOMETRIC VIEW SECTION 'C-C' ;o SECTION 'D-D' �o SOLID WALL ISOMETRIC VIEW 1
840.14 84:0 14 840N45 SECTION C-C m 840.45 840.45 840.45 r
pq C) P4 n
z c GENERAL NOTES' z m F RA GENERAL NOTES:
O Oq0 Om OPENING SHALL BE 'L' OR YY' a lr_Dn ITT BACK OF W0B USE CLASS "9" CONCRETE THROUGHOUT. ONW
om 1It 3'_6" �> <� * THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING LOCATED AS REWIRED i E°~-Q �_I QQ O F-.� W
y X PROVIDE ALL CATCH&$INS WER 9'-8- IN DEPTH WITH STEPS l2" r"1
<� 1'6rr Q~ M z STANDARDS: 840.01, B40.02, B4D.04, B4D.D5, B4D.11, 1 r4 REBARS - QIQ--'" Dy Zo ON CENTER. USE STEPS KH[W COMPLY WITH aro. ORAYILN0840.68. Qr3 I" ../ L() 1--R
n0o 1" DEPRESSION :R 1 'r�II-'✓✓LL 4�1 " H¢OO LPN-IOy 840.12, 840.14, 840.15, 840.17, 840.18, 840.19, _ B" CENTEflS 1p ,z.,DOOci D,.+oa OPTIONAL CONSTRUCTION - MONOLITHIC POOR, 2" KEYWAY, OR N BAR DOWELS AT „z„at C.0 a W N O
rgSN rr r_ rr �� ,�I �� �I F i U._1BE 1Z frilOT�1� m Nm iL_1 Z m0�1� Y r ::"':,.r :e::9'.',° Y - _ ,2"CENTERS AB DIRECTED BY THE ENGINEER. LL¢aryz O
-� 00 x z 2 840.26, 840.27, 840.28, 840.31, 840.32 AND 840.41. 00 2 Hrz-IxD USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. 00(nx r� A--I
m > V-7% 1 7 H rn ra -4 D .. . acy A Of F-4
7�0 II Iy D�zLL= =o�g�++; " INSTALL PRECAST DRAINAGE STRUCTURES AND PAY _ M6 BARS waQLLx =0�om :? ---- � IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W QQIi.= O �+
x"pn D D m 0 (i E E U 0 O - '�z SD FOFI IN ACCORDANC6 WITH SPECIFICATION SECTION 840. I ! OPENING o¢O o - m z m AS sINOYN ox sro. N0. W.W. I-c3¢o o LL
Z-y : �A7 (� ' a t•i xCDpO W I STEPS t I (.,-2hZ•j"I Oop ---- B. 8 a" x USE TYPE 'E", "F" AND "G" ORATES UNLESS OTHERWISE INDICATED. FxI-'Z"'' ? E•-•1
Z.+•9p'TI0 iv �- O _� io �- --- 1 - -� rn M-LLO J z,,,,lo�"n DO NOT PLACE PRECAST DRAINAGE STRICTURES SECTION C-C N�'Lp6 z�pHT °' off, FOR B'-0" IN HEIGHT OR LESS USE 8- WALLS AND BOTTOM SLAB. OVER UP-LLOJ F
o O,r., m ¢o•-1Q ca a UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED. !� I r5 BARS /� 00(n O �z :., !! a'-o" To 1a'-O" IN HEIGHT USE B" WALLS AND BOTTOM SLAB. ADJUST Do�Q Z
O x a z L_ iV --�_- O N¢ 1 R V C 2 IH 2 D P 1 v QUANTITIES ADCOBOINGLY. Z .1¢ W
USE 4000 PSI CONCRETE. 1 ! OPENINGD O
(D 'il-- N 1 Z 'j D > -1 'mr CONSTRUCT WITH PIPE CROWMS WATCHING. >
D1 7 L- ( alp <N • ' PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR ;e .•-. a0 GO- P� I SEE NOTE CHAMFER ALL EXPOSED WARNERS 1". LLp U �
y z I r w0 N0 GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A165. e'.?•. •'.•` • w z X OWING,HOT w
O _ II p z ___-__- r':r.' :•;,, IN. O SECTION X-X TO SCALE. O
z SECTION G-G ��H LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL '- .;;T::. B" MIN.: T P EL ArI
'^ [V.4W �, 4r' FigSTRUCTURE TO 10'-0"; LIMIT SOLID WALL STRUCTURE
•- TO 15 -0 a r TI W
PLAN OF FRAME L'
-II " PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH `• ,i'.';P: 'v:=p';` ----- F STEPS - BID. W. N0.66
y V-7``Y$" 1'-7�8" CAST IRON p OSHA STANDARD 1926.704. .a.:'.:!. ve : WSTEPS - U
"o PLAN TOP SLAB
0 O W � p " CUT OR FORM OPENINGS FOR PIPE TO PROVIDE `;} ":•, ; :.-">.5� ` C a" B" TOP ELEVATION ------ --- M
F..:.
ch 0PLAN OF GRATING ¢ 1'- O .•. m m REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES °':y.:� •,;e.' cc z ? nl - - - ¢ Z
m O Q z O n z 80 THAT PIPES ENTER THROUGH THE o I.- O n I d m A LL Z _ O �
M 2'_31/4 r' CAST IRON LL Z Q m D I- KNOCKOUT/WAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH LL i.7t FJi O r I T' B -T-4' E M N
t7 z !n CORNER CUT DETAIL _ .. L i T "I N V
Z 1.1 W.4 V' m rr C7 Q (n m .l. :ijr :A E� .: z N
Z to � � rn THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF 6 of SOLID WALL BOX1 z � r � e'i 7-- z a
Z O O WALL IS PROVIDED ABOVE THE HOLE. o .�j, N O Amy r �W >< W' '-' 0.
G O LB„ �„ �„ z y f ALL ELEMENTS PRECAST TO MEET ASTM C913. q� SECTION Y-Y s" o B" e" _ o s Q; m IL Z � , N
e" 'L' OR W' e" -1 W'' aC S
-DI O D FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE O W zZO 2 III D ° 0 O (� ; _ Ou Ld O U
o OR BRICK IN ACCORDANCE WITH STANDARD 840.25. #4 RESARS - O !rR Q o RISER HT. e�, p a •�'," U
O r m Z A r n 1" CLR V 6" CENTERS K. m ¢ Q (n i/ vWIE c In E y I 3r-3 2'-3�q` C7 4f o PROVIDE PRECAST STRUCTURES OVER 4 -0 IN DEPTH WITH e Q Z W (A a g _ 1 o es Ca
L•r b0 1 ,r I ,. STEPS AS DIRECTED BY THE ENGINEER. .: M4 REBARS . t O p >. Z ¢ O i+ N
���IIIL O D �i 8" CENTERS c Z M F A "'I T '
1'H" 1'6" LL o m 0 • WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG •• , . .. • . .. , . CLR . - F- Z : = O e° t SECTION J-J +•a ':o F F W ,.d rz O GJ
' y ...: ' :: . .
y I r, ' _ I I _ y f O AS THE SAME AREA OF STEEL IS PROVIDED. m D ,o ''W WHERE BO" TO ae" PIPE IS USED (n
a Dr a �$" a W O N p 1 E SEE NOTE SECTION M-M W - W
O = SECTION H-H ' rr I '_ 'r 2 J (n m -4 H ' SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER PRECAST RISER P PRECAST RISER DETAIL 2 Q -0 ON F4 WHERE 42- TO N' PIPE IS USED x � N 4J 0 O
3 -2 I (a '1 9 z BASE CONFORMING TO FEDERAL SPECIFICATION SS•S•21A, --�-N 0) E.- w m a z WHERE 30" TO 36' PIPE 18 USED In 0 - Z O o U
z I I M 7- = D O « ( •E7 RISER HT. r-I Z ,
JA G7 - _ J M F Wa C AASHTO M-198, TYPE B - BUTYL RUBBER. J N z 1,yVARIES
Z O 2Y8" 2 " �� Z d 3 to ♦ O ' LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR ,A.; .:a ,�:. .�,::r. : z V O _____ ___-_ J •. 3 °1 z V
O a iv iAl �� N N w O w C a DIMENSIONS OF 5'-0" X 5'-0". :r.:` .ea::•� ••, t tr• ;. W ,:a M e 1F .>.:::..::..W:::.,:.F. M In ��
Op m 3`-1 2'-Brr d" • THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING " W': A e , ) A : Z O
IL
A q R>t REQUIflEO FOR (PAYE AND GRATE IS THE MINIMUM STRUCTURE ':y
3'_g" 2'_6" p SIZE WHICHEVER IS GREATER. 6r, 6'r 'r °:., 1^)
Y' W USE MANHOLE FRAME -AND COVER AS INDICATED ON THE PLANS. WHERE 42- TO w• PIPE IS USED
W
III 0;::..:.:W.:.,•..Fi.:'.:.`: _ v':e:'.`::e. ::i.:
SECTION E-E SECTION F-F REINFORCE OPENING AS SHOWN ON THIS SHEET. SECTION VIEW SECTION VIEW DETAIL SNOWING METHOD � °• ° � " ° •
Er 1 of , SHEET , OF I EET z of z OPTIONAL JOINT DETAILS sxEET 2 of 2 EET , OF 2 bFT2�€fi CbR§TRutulum PLANPUN
840.16 840.45 840.45 840.02 SHEET , OF 2
840.16 840.02
z m z H za m O 0 0 O
p y ,.,,1 ,..,Tn
„O„M S EXPANSION JOINTS <a M;Iz 43" NOTE: USE TYPE "E", "F" AND "0" GRATE ' : Q~ Q• DETAIL SHOWING TYPES OF GRATES -11${" ¢
N. z <{- 9yOp UNLESS OTHERWISE NOTED. ` p 44 P zH �ypo USE ACCORDING TO WATER FLOW. 2
yy 6„ ZS U D
r���N 6" 8" STD. B{0.03 FRWE OOa2z 1m+�-RxD B - �� OOy2Z H�-IxD B 00(ajJxZ
C pp R-a a ¢ U
1-I -1 D GRATEa11000 W% u- - oo�0-H �F7� w¢d�Y-x ioDom TYPE "G" TYPE "E" TYPE "F" _ T w¢aLLx
mz 2� j{
I I \ �� <R c mmoo 2� {- -� 2' QOtz-pN xm0oO �L I �9%S.` Qc1�0., F
MOT Dm 3° ,1•E" ,L2" x x m -n A A r
T 7D
Sy00 \ on ow Zxmr-"n _ N N A~X�LLo_ z„-,or�I �h ow
U- J O __ - O F+ O J
p ¢OQ O •na°'" . SECTION LL SECTION - IRA ¢Or"'rQ o a ¢ DO
0o a R 00 w R " = w I--e'-p' z 10-t¢ 7 '1 = j¢ y D ---►-WATER FLOW -�- SAG �- WATER FLOW �g/6' z
D� ' PUN -> DOD A A ALIGN FRAME WITH INSIDE �• _< __________________________________ a> L.1
1 > m m a "+ EDGE OF WALL TO ALLOW .m a O H I 1 7�
y� • °� u CURB AND(BITTER WITH CATCH BASIN ON STEEP RANGES W31J. pp Ina O FOR VERTICAL ADJUSTMENT .';v: eJ•I O z B 1 " wpp
z
o TOP s LL'11_
IN s ELEV. HALL SECTION
- = o USE ON FLAT EXPANSION JOINT O� � ' --�'itl
ar m °" GRADES 2W AND UNDER 7 F
SECTION - BB � � ____^__________________ n P'-1 C-'
DEPRESSED GUTTER LINE s SECTION - PP SECTION - NN 1rr SECTION B-B O
S EXPANSION JOINT " m r ____________________________.______ O
PLAN OF TOP SLAB SECTION S-S M o P�tl ¢ 0 "z m 1 21i4 z
m ELEVATION ¢ a m FRAME,GRATE, A HOOD ASS'Y N A ¢ I••4
O z J ,��,D � O O Q 0 Z z WATER FLOW SAG WATER FLOW f O a Q �/ O
Z O NORMAL CURB AND GUTTED a LIST (NApFS CD H m I , n s" I = Z = x m N SECTION A-A =
NORMAL GUTTER LINE Z a W L 11D v
N 9 = N 3M EXPANSION JOINT n 3 m M Z=' x ' n = _ 1 O z Q Z y E nFn TYPE '•En TYPE "G" TYPE - E 3 = Q I-"J
6" E ra "W" BARS HOP aa a O y _ _ V O TYP ' Q Q U FT
DN �` BLEW. o V - D -I a ,G i y P RAISED FLOW ARROW 2 pD N Q O O
O I EBBED GUI-fER LINE LD Z L M N 0 O z Ir /,6 HIGH - J ¢
E ON GR ES Az K -K N 1n = O O
x m z F 'G' o 0 4! � �z '� y RAISED FLOW ARROW 2 Q
C CI � m 10" e'0 ¢ V 0M33 QCC WO Dma 1'SS HIGH -� 0649v
WIn A' � � EXPANSION JOINT I c. �� O S > (A O SECTION - AA 6 I� Z y ya -� c Lei M zWx o -N' GCS o" 0 0 �" aELEVATION O u ' t9 t7" D L co
BOW L M N � rnDZ � � 10 NZz �r1SECTION R-R NORMAL CURB AND (BUTTER ON STEP GRADES x ft N -4 OJ FRAME PLAN N UT 2 O O Cs x WW M-1 O z r, 5 rr SECTION - JJ HO-I Y1w = {Z "m CA GZ) MIMIYI�DIY UOND AND GUARTITISS MR COIOIEIY CATCH YWIM wrD oN YIN. YFIGNT N IITH RG YISEII Iti Z x j- p " _ 6 „,, WWDIMENSIONS OF BO%AND PIPE COVER W.YDB. CONC. IN SDI( pE�T[ONS J O "= O PIPE 8PW WIDTX WIDTX SPAN YIN. XEIWT DIMENSION RARE-U SUN;V flIR3-W TOTAL T� BOTTOM •�. OY PIPE 2 V O -A-I ' n- _ � 3,•OR 3 R „ z y 00 mo n 1 $ O (�B C 0 X E F N0. LENBTX N0. TH NO. ENOTM LB6. BLAB 8lW G.Y. R.C. • (.7
s o.zas o. o.ON D.o2a UJ R-1 O 9 c °d e - _ = BO LL ¢O Iti C a I ygn ' r 4' ¢
�I I-� Q V W
,2' 9'-0° r.2" -- .. 2'-9 '• -- •' -• '- '- -" .- -- .- 1 > LL Z - LL
15• 9'-0' rUJOD
-2" 9•0" 0.286 O.S2G 0.021 U.036 Z
1B' 9'-0• r-2' Y-3- 0.235 O.BO] 0.031 O.OIG -{- n " 11*i" .- , 2 -itsq a
N. 3'-p. 2.-2^ g.G o.z3s , 1 O.OR 0.0e5 3 " y-0" 91'2" n 01494 r r " ^ 11'g" �3vi
nf--1r' �3
axn
sp" 3W 2•-2" 8'•{• •-a" 1'-z' 4'-0- 4 V-5' 2 8'-9° 3 3'-0" 39 O.iRa 0.321 1. 0.091 0.127agog U
36" W-0' 2'-2" 9'-10• 1-9 1'-8" 1'-0" A 1'-11' 3 W.0' 3 Y-G" 43 O.t81 0.358 1.714 0.131 0.1T8 11�zr O �N
{s a•-o• z'-2• a'-s• s•a sax
V_,. 3'-2" 4 1'•B• s 2'-11• a r-1'I• az o.n2 osle 1738 SAW G-z{a SECTION - KK „ �` 1�'4" SECTION A-A �C � T O F- N
ae^ r-o• z'-z' a•-o• a•G z'-o" s'-z" { z'-s• s 2-11• 3 2'-II" sa on4a Ose2 s. z G.2aM o.a1T �2' 11 I 4Y$"
EET 2 OF 2 N" 8-0' 2-8• 6'-i• 8'-8• 2'-]" 3'-2" 4 V-10" 2'-11" a 2'-11" It O.1B0 O.3NM 2,3p70.2GT 0.404 SHEET 2 OF 2 EET i OF 2 R SHEET 1 OF 2 EET 2 OF 2 TYPE - F Q
84O"O2 RISER HAS .220 WBIC YARDS O'CONCRETE PER FOOT HEI60 HOOD ELEVATION SECTION A-A SHEET 2 OF 2 F
840.02 840.03 Z oo z Z
SECTION - RR 840.03 840.03 TYPE G P' 840.03 I=-
o O
U) S S rc
J>(9 O z
F- -W z IL Z
LLIF a N O y O
LU > ZZY
0 U.5W 4 Iii��3U
Ua LZ Of LaL ONOOU
^W SEAL A001VIIIeH a
H N CA
-v
SEAL _
028852
0�-P\�+I�
p,.
H
C- 502
PEI JOBM 15230.PE