NCC233333_Site Plan or Location Map_20231108

CONTACT INFORMATION PLAN REVISIONS 1
CONDITION OF APPROVAL TOWN OF SOUTHERN PINES
p DATE REVISION BY
OWNER Site plan approval is conditioned on me combination or APPROVED FOR CONSTRUCTIONTOWN OFSOUTHERNPINES
298 DAVIS 1 2023.03.163JT
JMT VENTURES,LLC recombination of existing parcels PARID 00048328,PARID COMMENTS
SOUTHE NPINES,NC General and PARIDho ter 00053355,7 lots andl to North Carolina and
BY DATE PERMIT # 2 2023.03.30 TOWN OF SOUTHERNPINES JT
SOUTHERN PINES,NC 28387 General Statute Chapter 47-30 Plats Subdivisions and COMMENTS
POINT OF CONTACT:ANDY LUKACS Town of Southern Pines Unified Development Ordinance PUBLIC WORKS (TOWN) TOWN OF SOUTHERN PINES
PHONE:[phone] Section 2.34 Plats, Amending. Compliance with the
3 2023.04.14 MR
CONSTRUCTION DRAWINGS COMMENTS
REFERENCES perimeter landscaping requirement for vehicle use areas is PLANNING/ZONING (TOWN)
dependent on a successful recombination of parcels;
otherwise, a certificate to occupancy-per Town 39
SURVEY Southern Pines Unified Development Ordinance Section 2.39 FIRE (TOWN)
METAL C2751 DS PLLC UNDERFOOT PROJECT - C22022 Certificates of Occupancy-will not be issued by the Town
z6]GARTRELL war of Southern Pines.
CARY.NC 27519
PHONE:[phone]
REVIEW AGENCIES/UTILITY CONTACTS TOWN OF SOUTHERN PINES SITE DATA TABLE
PLANNING WATER PROJECT NAME:298 DAVIS STREET
TOWN OF SOUTHERN PINES-COMMUNITY DEVELOPMENT TOWN OF SOUTHERN PINES-PUBLIC WORKS DEPARTMENT OWNER EMAIL CONTACT:
DEPARTMENT 801 SE SERVICE ROAD OWNER:JMT VENTURES,LLC
801 SE SERVICE ROAD SOUTHERN PINES,NC 28387 THQMA$[e-mail]
SOUTHERN PINES,NC 28387 PHONE:[phone]
ENGINEER EMAIL CONTACT:
PHONE:[phone] LOCATION: ENGINEER:MIKE ROSELLI,PE [e-mail]
SEWER M 811 o
801TOWN OF SOUTHERN PINES-PUBLIC WORKS DEPARTMENT 217, 227, 237 DAVIS ST PROJECT ADDRESS:217,227,237 DAVIS LATI TUDE:N035° LONGITUDE:W079°
SOI SE SERVICE ROAD
SOUTHERN PINES,NC 28387 STREET I 09'45.36" 25'31.09"
`ONE:91 o.69z.19a3 J SOUTHERN PINES, NC PARCEL ID#:00048328,00048329,00053355 PIN:8571-14-24-8497,8571-14-24-8377,
8571-00-24-8235 KNOW WHAT'S BELOW
TOWN OF SOUTHERN PINES GENERAL NOTES ."1 DEED BOOK&PAGE:5278:564,5278: PROPOSED USE:MULTIPLE PRACTITIONER ALWAYS CALL 811
\ 564,3494:078 MEDICAL OFFICE BEFORE YOU DIG
LOT SIZE:1.55 AC DISTURBED AREA:0.50 AC.(21,839.76 SF) It's fast.Its tree.It's the law.
1. ALL WATER AND SEWER CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE TOWN OF 114
CURRENT ZONING:SOUTHERN PINES-GB
SOUTHERN PINES STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION. PARKING PROVIDED:18 SPACES
CONTRACTOR SHALL CONTACT THE CONSTRUCTION INSPECTOR AT LEAST FORTY-EIGHT 1481 HOURS (GENERAL BUSINESS) PROJECT:
PRIOR TO START OF CONSTRUCTION.PHONE NUMBER 910-692-1983.CONTRACTOR SHALL ALSO -CONTACT THE CONSTRUCTION INSPECTOR BEFORE RESTARTING WORK AFTER WORK HAS STOPPED. \`\ WATERSHED:N/A RECEIVING WATER COURSE:ABERDEEN
/ COCREEK 298 DAVIS
2. CONTRACTOR SHALL IMMEDIATELY CONTACT THE TOWN IF THERE IS A CONFLICT BETWEEN THESE PLANS I. G v STREAM CLASSIFICATION:C,14-2-11-1
AND THE PUBLISHED STANDARDS OF THE TOWN.APPROVAL OF THESE PLANS DOES NOT CONSTITUTE J1 1.1
() RIVER BASIN:LUMBER RIVER BASIN
ANY WAIVER FROM THE TOWN STANDARDS. FLOOD ZONE(FEMA PANEL#,DATE)
3. ALL FIRE HYDRANTS THAT ARE INSTALLED,THAT ARE NOT YET OPERATIONAL SHALL BE BAGGED.IT SHALL �' 3710857100JREVISED10.17.2006 STREET
BE THE RESPONSIBILITY OF THE CONTRACTOR TO FURNISH AND INSTALL THE REQUIRED MATERIALS AT '�. EXISTING IMPERVIOUS AREA: 0.28 AC 18%
THEIR COST. _�= c - 18% CONSTRUCTION
4. CONTRACTOR SHALL NOT TAP OR OTHERWISE PENETRATE EXISTING WATER OR SEWER MAIN LINES L PROPOSED IMPERVIOUS AREA: 0.28 AC
WITHOUT PRIOR APPROVAL FROM NCDENR PUBLIC WATER SUPPLY SECTION AND THE TOWN. d TOTAL IMPERVIOUS AREA: 0.56 AC 36% DRAWINGS
CONTRACTOR IS RESPONSIBLE TO AVOID SPILLAGE OF RAW SEWAGE.CONTRACTOR SHALL PROVIDE \i"Yia.
ALL SEWER PLUGGING AND PUMPING EQUIPMENT NECESSARY TO AVOID SPILLAGE.VIOLATIONS ARE
SUBJECT TO FINES AND PENALTIES AND WILL BE ENFORCED TO THE FULL EXTENT OF THE LAW. -
- -
1 SUBDIVISION INFORMATION REQUIRED PROPOSED
lin
5. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF TRAFFIC ON EXISTING ROADWAYS IN - -
ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS LATEST EDITION AND TOWN REQUIREMENTS. ITS s0 SETBACK REQUIREMENTS
f FRONT
6. WATER AND SEWER MAIN CONSTRUCTION SHALL NOT COMMENCE UNTIL INVOLVED ROADWAYS, Midtown STORM DRAINS,AND UTILITY EASEMENTS HAVE BEEN GRADED AND CONTOURED TO APPROXIMATELYCORNER
FINAL GRADE.PROPERTY CORNERS OF ALL LOTS ARE REQUIRED TO BE STAKED BY A LICENSED -- -- 217,227,237
SURVEYOR PRIOR TO INSTALLING WATER AND SEWER SERVICE CONNECTIONS. REAR -- -- DAVIS STREET
7. ONLY THE AMOUNT OF TRENCH THAT CAN BE OPENED,WORKED IN AND THEN STABILIZED IN A WORK SIDE -- -- SOUTHERN PINES,NC
DAY SHALL BE DONE SO.IF STABILIZATION DOES NOT OCCUR AT THE END OF THE WORK DAY,THEN libb
APPROPRIATE EROSION.SEDIMENT.AND SAFETY CONTROLS SHALL BE INSTALLED. MAX BUILDING HEIGHT(FT) 45' 45'MAX
8. A PRE-CONSTRUCTION MEETING IS REQUIRED PRIOR TO START OF CONSTRUCTION.MATERIALS © i DISTURBED AREA SF AC PROJECT#: C22022
SUBMITTAL SHALL BE DELIVERED AND APPROVED BY THE TOWN OF SOUTHERN PINES FOR WATER AND
SEWER CONSTRUCTION PRIOR TO START OF WORK. / / TOTAL DISTURBED DRAWN BY: JT
0 210 48,000 AREA 21,839.76 0.50 REVIEWED BY: MR
9. ALL PIPES SHALL BE CLEANED BEFORE THEY ARE LAID AND SHALL BE KEPT CLEAN UNTIL ACCEPTANCE OF NORTH 1ST SUBMITTAL: 2022.10.27
THE COMPLETED WORK BY THE TOWN.OPEN ENDS OF PIPES SHALL BE FITTED WITH WATER TIGHT DEVICES 24,000 DATUM SCALE: AS NOTED
TO PREVENT ENTRANCE OF FOREIGN MATTER WHEN PIPE-LAYING OPERATIONS ARE INTERRUPTED. 61b
HORIZONTAL NAD83
10. ALL PUBLIC SANITARY SEWER MAINS SHALL BE INSTALLED IN DEDICATED STREET RIGHT OF WAY OR IN VERTICAL NAVD88 FOR REVIEW
DEDICATED UTILITY EASEMENTS.MAINS INSTALLED IN TOWN RIGHT OF WAY SHALL BE LOCATED IN THE AND APPROVAL
CENTER OF PAVEMENT. PROJECT NARRATIVE
11. BEFORE THE WATER,SEWERS AND STORM DRAINAGE:CONTACT TOSPTEM MAY BE PUT INTO SERVICE THE NGIS DEP WILL ARTMENT FOR REQUIREMENTS.UIRE THE AS-BUILT ION FOR THIS IS A CONSTRUCTION DRAWING SUBMITTAL FOR A PROJECT LOCATED ON DAVIS STREET AND IS ZONED SHEET �/ PREPARED FOR:
SOUTHERN PINES-GENERAL BUSINESS(GB).THE FOLLOWING DOCUMENTS ARE ADDITIONALLY SUBMITTED: INDEX
12. ALL TRANSITIONS IN PIPE MATERIAL SHALL HAVE RESTRAINED JOINTS.ALL RESTRAINED JOINTS SHALL BE
INSPECTED BY THE TOWN'S CONSTRUCTION INSPECTORS PRIOR TO BEING COVERED. • STORMWATER MANAGEMENT REPORT 4 SHEET NAME
• EROSION CONTROL NARRATIVE
13. ALL FIRE HYDRANT LEGS SHALL BE DIP,BE RESTRAINED WITH THREADED RODS AND HAVE THRUST • FIRE FLOW REPORT C-000 COVER SHEET
BLOCKING.ALL FH LEGS SHALL BE INSPECTED BY THE TOWN'S CONSTRUCTION INSPECTORS PRIOR TO
BEING COVERED. C-100 EXISITNG CONDITIONS&DEMOLITION PLAN JMT
P. 14. ALL GRADES FOR ENTRANCES AND FIRE LANES SHALL BE FIELD VERIFIED BY THE FIRE DEPT.PRIOR TO C-200 OVERALL SITE PLAN VENTURES,LLC
O ACCEPTANCE.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH TESTING BY THE FIRE PREPARED BY: C-300 GRADING&DRAINAGE PLAN
Lle DEPARTMENT.
C-400 UTILITY PLAN
15. ALL UTILITIES SHALL BE ELECTRONICALLY LOCATABLE USING A LOCATING METHOD THAT IS GENERALLY C-500 EROSION CONTROL PLAN
ACCEPTED BY OPERATORS IN THE PARTICULAR INDUSTRY OR TRADE IN WHICH THE OPERATOR IS
° ENGAGED. u n d e r f o o t C-600 SCM PLAN
16. CONTRACTOR TO CONTACT THE NC ONE-CALL CENTER PRIOR TO AN CONSTRUCTION ACTIVITY. C-700 SITE DETAILS
17 ALL STORMWATER MANAGEMENT FACILITIES SHALL BE MAINTAINED BY THE PROPERTY OWNER. C-701 UTILITY DETAILS
ENGINEERINGC-702 EROSION CONTROL DETAILS PREPARED BY:
C-703 NCGOI(l OF 2)
SEWER APPLICATION SUMMARY -- 1149 EXECUTIVE CIRCLE C-704 NCG0112 OF 2)
# AND TYPE OF UNIT @ X DEMAND FLOW REQUESTED CARY,NC 27511
W LANDSCAPE PLAN
LIGHTING PLAN(BY OTHERS)
919.576.9733 1 OF 1 SITE LIGHTING ARRANGMENT
NCBELS C3847 I NCBOLA C683 UNDERGROUND DETENTION SYSTEM(BY OTHERS) --
1 SINGLE 250 GPD/UNIT 250 GPD
PRACTICE MED. \ PI-PS 48"0 PERFORATED UNDERGROUND RETENTION SYSTEM-729000-010
OFFICE CONTACT: MIKE ROSELLI, PE
[e-mail]
0
TOTAL DEMAND 250 GPD/UNIT 250 GPD DESST RE ET SUMAMRARYC REPORT underfoot
ENGINEERING
WATER MAIN SUMMARY REPORT STREETS 49 EXECUTIVE CIRCLE
TOWN N/A 0
CARY,NC 27511
p DESCRIPTION MATERIAL LENGTH TOWN/PRIVATE PRIVATE N/A 0 P:919.576.9733
WATER APPLICATION SUMMARY ISSUED FOR CONSTRUCTION NCBELS C-3847 I NCBOLA C-683
i WATER MAIN N/A 0 0 CURB AND GUTTER
DEMAND FLOW REQUIREMENTS FLOW PROVIDED TOWN N/A 0 SEALED:
d SIGNATURE DATE PRIVATE CONCRETE 163.68' -\'�NCAR ' ,%
DOMESTIC DEMAND 425 GPD 1063 GPD DESCRIPTION SIZE QUANTITY SIDEWALK 0...§es Si°'°.,,�
S PEAK DEMAND 1 GPM 1 GPM WATER SERVICES 1" 1 J.
J.-2' o�"
SIGNATURE DATE TOWN N/A 0
FIRE DEMAND 1750 GPM @ 20 PSI 400 GPM @ 20 PSI PRIVATE CONCRETE 163.5' 68
a VALVES 1" 1 THIS DOCUMENT IS NOT ISSUED FOR CONSTRUCTION BY =
SPRINKLER DEMAND 0 GPM N/A UNDERFOOT ENGINEERING WITHOUT TWO SIGNATURES ABOVE '. °°°,,,'VG INE�P"Lv
. IRRIGATION DEMAND 0 GPM N/A HYDRANTS 0 STORM SEWER SUMMARY REPORT ''',„, 6.A.R�S',
° PROJECT#: C22022.00 "',unn..",201304,74
SEWER MAIN SUMMARY REPORT DESCRIPTION MATERIAL LENGTH TOWN/PRIVATE
TOTAL DEMAND 1751 GPM @ 20 PSI 5401 GPM @ 20 PSI ` REVISION DATE: PIPE
DESCRIPTION MATERIAL LENGTH TOWN/PRIVATE 15" CLASS IV RCP 16.97' PRIVATE
o / TOWN OF SOUTHERN PINES \ SEWER MAIN N/A 0 0 24" CMP 11.60' PRIVATE
R CONSTRUCTION PLAN APPROVAL 48" CMP 580.00' PRIVATE COVER SHEET
i ALL CONSTRUCTION METHODS AND MATERIALS AND OTHER STANDARDS AND SPECIFICATIONS SHALL BE IN
ACCORDANCE WITH THE TOWN OF SOUTHERN PINES STANDARDS AND SPECIFICATIONS AS OUTLINED IN THE APPROVAL OF THESE PLANS IN NO WAY IS MEANT TO RELIEVE THE DESIGN PROFESSIONAL OF HIS OR HER
R MOST CURRENT UNIFIED DEVELOPMENT ORDINANCE IUDOI.IN THE EVENT OF A CONFLICT BETWEEN DESCRIPTION SIZE QUANTITY DESCRIPTION TYPE QUANTITY
METHODS,MATERIALS,STANDARDS AND/OR SPECIFICATIONS IN THE APPROVED PLANS AND THE UDO,THE RESPONSIBILITY FOR PROJECT DESIGN
UDO GOVERNS UNLESS A WRITTEN WAIVER IS ISSUED BY THE TOWN ENGINEER.ANY CHANGE IN APPROVED SEWER SERVICES 4" 1 INLET 2
PLANS MUST BE AUTHORIZED BY PRIOR WRITTEN APPROVAL PUBLIC SANITARY SEWER AND UTILITY EASEMENTS
p SHALL BE RECORDED PRIOR TO FINAL ACCEPTANCE AND/OR ISSUANCE OF A CERTIFICATE OF OCCUPANCY IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL DRAWINGS AND SPECIFICATIONS NCDOT 840.03 000
PRIOR TO CONSTRUCTION,AND NOTIFY THE ENGINEER OF RECORD IN WRITING PRIOR TO
/
ix
``BY THE TOWN. MANHOLES 0 0
J STARTING CONSTRUCTION IF DISCREPANCIES ARE FOUND.

\ Os ( PLAN REVISIONS aN
1.NOTESA.L PLANTS DESIGNATED TO BE SAVED SHALL BE PROTECTED BY V% MAGNIO[A NGAROENS OF GORP%E�S GENERAL NOTES _
I. ALL CONSTRUCTION,MATERIALS,AND METHODS SHALL BE IN ACCORDANCE WITH THESE PLANS,
FENCING,AS ILLUSTRATED. m SOUTHERN PINES,LYE DI151D�ORPG� SPECIFICATIONS.DETAILS.AND CONDITIONS OF APPROVAL,AND SHALL CONFORM TO ALL # DATE REVISION BY
,0,, PIN
8571142 1 E/R FLUSH M4pE APPLICABLE RULES,REGULATIONS,LAWS,ORDINANCES,CODES,AND STANDARDS OF ALL 1 2023.03.16 TOWN OF SOUTHERN PINES JT
2. INSTALL TREE PROTECTION FENCE AT TREE DRIP LINE OR AT EDGE OF GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT. COMMENTS
DISTURBED AREA AS SHOWN ON PLANS,PRIOR TO COMMENCEMENT OF \, ACREAGE 5AC 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THEY HAVE THE LATEST EDITION OF THE TOWN OF SOUTHERN PINES
CONSTRUCTION. Tri C 594 MURRAY HILL RD FOLLOWING DOCUMENTS WHICH ARE INCORPORATED BY REFERENCE: 2 2023.03.30 COMMENTS JT
' ,\ SOUTHERN PINES,NC 28387 • EXISTING SURVEY AND TOPOGRAPHIC INFORMATION IS BASED ON FIELD SURVEY PROVIDED BY TOWNOFSOUTHERN PINES
3. SPACE TREE PROTECTION ZONE SIGNS A MINIMUM OF ONE EVERY 300 USE NURSING HOME META GEOMATICS PLLC. 3 2023.04.14 MR
FEET.THE SIZE OF EACH SIGN MUST BEAMINIMUM OFTxTAND BE ZONING:0-1 . GEOTECHNICAL INVESTIGATION REPORT BY ECS SOUTHEAST,LLP. _ COMMENTS
\OUTS/DE TOWN OF SOUTHERN ,5"� 3. THERE ARE NO FEMA FLOODPLAINS CONTAINED ON THIS SITE PER FIRM PANEL 3710857100J,
VISIBLE FROM BOTH SIDES OF THE FENCE.THE SIGN MUST CONTAIN THE PINES JURISDICTION / 31' EFFECTIVE DATE 2006.10.17.
FOLLOWING LANGUAGE IN BOTH ENGLISH&SPANISH:"TREE 51�0 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL REQUIRED PERMTS,INSPECTIONS,
PROTECTION ZONE,KEEP our. \ 115 CERTIFICATIONS,APPROVALS,AND OTHER REQUIREMENTS WHICH MUST BE MET HAVE BEEN
CONC MON OBTAINED,INCLUDING ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR OFF SITE
4. THERE SHALL BE NO STORAGE OF MATERIAL WITHIN THE BOUNDARIES 0.3'AG MATERIAL SOURCES AND DISPOSAL FACILITIES.COPIES SHALL REMAIN ON SITE AT ALL TIMES.
a OF THE TREE PROTECTION FENCING. 5. CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING WORK ADJACENT TO
/' ` FENCE MATERIAL: ofl' PAVEMENT AND STRUCTURES WHICH ARE TO REMAIN,AND SHALL TAKE ALL APPROPRIATE
ORANGE,UV RESISTANT 2 5. TREE PROTECTION FENCING SHALL BE MAINTAINED THROUGHOUT THE MEASURES TO ENSURE STABILITY OF PAVEMENT,BUILDINGS,AND INFRASTRUCTURE TO REMAIN.
- 0 HIGH TENSILE STRENGTH r, DURATION OF THE PROJECT. I CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING
POLYETHYLENE LAMINAR �.' CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION.
o BARRICADE FABRIC 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS PRIOR TO
I COMMENCEMENT OF ANY WORK.ALL SUB-SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION
ATTACH SIGN w DOCUMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATION BASED ON SURVEY INFORMATION
TO POST GATHERED FROM FIELD INSPECTION AND/OR ANY OTHER APPLICABLE RECORD DRAWINGS WHICH
1USH
R MAY BE AVAILABLE.IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ACTUAL IN PACE
1 1 1 r-r-r 1 SUB-SURFACE UTILITY INFORMATION INCLUDING HORIZONTAL AND VERTICAL LOCATION.THE 811.
x T CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING,COORDINATING,AND PAYMENT FOR ALL
_ NECESSARY LOCATING SERVICES INCLUDING INDEPENDENT LOCATING SERVICES AND HAVE ALL
, 4 PO. - EXISTING UTILITIES LOCATED AT LEAST 48 HOURS PRIOR TO BEGINNING DEMOLITION,EXCAVATION,
. .6 � I�r • r MINIMUM OR ANY OTHER FORM OF CONSTRUCTION.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
II '�� i oui,� X M I M I M OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.
y 1 _ • -'� A A M A l 7. IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY KNOW WHAT'S BELOW
_ _ a GRADE THE CONTRACTOR,DETAILS OF SUCH DEPARTURES AND REASONS THEREFORE SHALL BE SUBMITTED
- .1 L-�I y IL _ i �r / TO THE OWNER'S REPRESENTATIVE FOR REVIEW PRIOR TO CONSTRUCTION.NO DEPARTURES FROM ALWAYS CALL 811
� _ 1
i -
m m-,1 JI Ism- m m m BFmiFm m ICI mBm�m�m. m i 55
��� TelIH or. 2.40 MIN, 31 ro THE CONTRACT DOCUMENTS SHALLBEMADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE BEFORE YOU DIG
/V T ti OWNER'S REPRESENTATIVE.
1551 - ,TUT YENIURf$NC / n, 8. THE CONTRACTOR IS RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITY INFRASTRUCTURE It's fast.Its free.It's the law.
PN 857114248377 I ef REQUIRED TO COMPLETE ANY PORTION OF CONSTRUCTION.THE CONTRACTOR SHALL ALSO BE
4',0"0.C. 1331LeILF ' / I ti 09 ST7B PO S64 / RESPONSIBLE FOR THE COORDINATION AND COSTS OF ASSOCIATED WORK.
MINIMUM _1 STEEL POST / / 26. 45 N 9. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR PROJECT:
NIPti
AREA 26,079 sari' I N METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PANS,AND ARE NOT
/ N NC I I M 0599 ACRES / RESPONSIBLE FOR JOB SITE SAFETY OR IDENTIFICATION OR REPORTING OF ANY JOB SITE SAFETY
// PIN 857114248377 ZONG CB ISSUES AT ANY TIME.
Eli FLUSH 08'5278 P'5 / 10. THE ENGINEER WILL REVIEW CONTRACTOR SUBMITTALS,BUT ONLY FOR THE LIMITED PURPOSE OF 298 DAVIS
LOT 46 CHECKING FOR GENERAL CONFORMANCE WITH DESIGN INTENT.REVIEWS DO NOT INDICATE THE
AREA 10,713 S0F7 Pr ENGINEER HAS REVIEWED THE ENTIRE ASSEMBLY OF THE ITEM AS A COMPONENT,AND MEANS AND
TREE PROTECTION FENCE / > 0.476AGWE5 / METHODS AND COORDINATION WITH OTHER TRADES ARE THE SOLE RESPONSIBILI OF THE STREET
'`3.� ZONNG CB CONTRACTOR.
-, 11. AS CONTAINED IN DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE
/�\ �'^ �'�.,� ENGINEER,THE USE OF THE WORDS CERTIFY OR CERTIFICATION EXPRESS"PROFESSIONAL OPINION"
,'- / Y\ dlf �^ _ _ - _ __ e IN ACCORDANCE WITH COMMONLY ACCEPTED STANDARDS OF PRACTICE AND DO NO CONSTRUCTION
\' _ --dII' / ---- - - �� -- ---- C CONSTITUTE A WARRANTY OR GUARANTEE.EXPRESSED OR IMPLIED.
ONSTRUCTIO
LIMITS OF DISTURBANCE ---- - - 12. WHEEL STOPS SHOWN ON SHEET C-200 ARE REQUIRED TO BE SHOWN FOR PLAN APPROVAL BY THE
/al \\
C ,' ;:\.dl'. F__- __.- - TOWN OF SOUTHERN PINES AND ARE NOT A DESIGN OR RECOMMENDED TREATMENT BY THE
�, ALA ENGINEER.THE ENGINEER DISCLAIMS ANY LIABILITY ASSOCIATED WITH WHEEL STOPS AND,IF DRAWINGS
/ / d 1/ N/F INSTALLED,THE CONTRACTOR AND OWNER RELEASE THE ENGINEER FROM ANY AND ALL FUTURE
/ _r CLAIMS WITH WHEEL STOPS.
\ I S41K'UI,REMOVE,d / \\\\ F/RSTHEALTH OF TH2E4 0700LlN4S
/ V = / �a1 I REFUGE WITH TURNDOWN
1 ❑ ❑ J ❑j 46.6' PDO 76475)PG 5540
/ TREE PROTECTION FENCE / - ACREAGE. 1.45 AC DEMOLITION NOTES
.....
/ ���� I Q 205 DAVIS ST I. REFER TO GENERAL NOTES ON THIS SHEET.
' S5^N /�' I /-1E .�.� SOUTHERN PINES 2. ANY MATERIALS REMOVED AS PART OF DEMOLITION FOR THIS PROJECT SHALL BE REMOVED 217,227,237
USE'HEALTH SPA COMPLETELY.BACKFILL SHALL BE PERFORMED WITH CLEAN FILL MATERIAL AND COMPACTED IN
1$ HC 31 / / a1 I ���' / ZONING:GB ACCORDANCE WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ENGINEER.
A g1 // •�•j� a `{yl' 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING TREES AND OTHER DAVIS STREETc
/ /a> :�.� VEGETATION,ONLY AS NECESSARY FOR CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. SOUTHERN PINES,NC
4.4 1 STORY I 4. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES,AND EXCEPT FOR BUTT JOINTS,MUST EXTEND TO
/ / Ct'1 0 I THE FULL DEPTH OF THE EXISTING PAVEMENT.WITH ANY CONCRETE OR ASPHALT SHOWN TO BE
/ ati I ♦ COMMfRC/AC
....:7/
- e, /���� 9 REMOVED.THE CONTRACTOR SHALL REMOVE THE PAVEMENT TO THE NEAREST JOINT OR SAW CUT
r /• TO PROVIDE CLEAN EDGE.
�� 5. ALL UTILITIES TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE APPROPRIATE PROJECT#: C22022
/a1 / �O� A UTILITY PROVIDER PRIOR TO CONSTRUCTION.IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR DRAWN BV: Sr
/ // ���� _ 0 TO ENSURE THAT ALL NECESSARY MEASURES ARE TAKEN,WHETHER TEMPORARY OR PERMANENT,TO REVIEWED BY: MR
/�� (`q3 Z ALLOW FOR PROPER FUNCTIONING OF EXISTING UTILITIES AND CONTRACTOR MUST FAMILIARIZE 1ST SUBMITTAL: 2022.10.27
z
/) / - N/F .eri ", I /4•4 ^, SCALE: 1=20
// 1y ,N7 V£NTURfS INC Iv' m $��� DESTROYED BYP THE CONTRACTORI DURING CONSTRUCTION SHALL EMRESTOREDEOR REPLACED DTOR
FIR Z 1 RV�77 I 1'0 9 es 0 _ ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE FOR REVIEW
1 09 5795 PC 152 ^ a 1 .- = CONTRACTOR'S EXPENSE.
0.1'AG J 1 LOT 47 \/�•�4 y3' I ems, tom. 0 6. ANY EXISTING WELL HEADS SHALL BE REMOVED TO A MINIMUM OF FIVE(5)FEET BELOW PROPOSED AND APPROVAL
o / / AREA T4793 SOFT / a ��� 0 FINAL GRADE AND ABANDONED IN ACCORDANCE WITH ALL APPLICABLE LOCAL,STATE,AND
1;o 0477 ACRES I n �'O�� FEDERAL LAWS.CONTRACTOR SHALL VERIFY THAT WELL HEADS ARE REMOVED TO A DEPTH
Zvi.'G8 / 1���� CONC SIT ALK SUITABLE FOR THE INSTALLATION OF INFRASTRUCTURE AND UTILITIES IN GRADE ABOVE,INCLUDING PREPARED FOR:
/ / /\ 7 ��-� O BUT NOT LIMITED TO STORM DRAINAGE,SANITARY SEWER,WATER,AND ASSOCIATED SERVICES.ALL
(,`i / \0 \ JL
SERVICE LINES FROM THE WELL SHALL BE COMPLETELY REMOVED.ANY WORK PERFORMED ON THE
1 9 WELL MUST BE DONE BY A LICENSED UTILITY CONTRACTOR.
4z5 , i / 0 ,I DEMOLITION LEGEND
i I: �s. JMT
- I� Y 7YP/CAL EX/STING NOTE TYPICAL OEMOLIAON REMOVAL NOTE
L7i 'y i VENTURES,LLC
p _= �,11 PAVED I°ARK/NG N
++ g i J 1 / I LIMITS OF DISTURBANCE
N/F 1
r CEREAL,LLC I (‘-\
9 /CGO OW I / EASEMENT LINE
m
❑ PIN 857114248035 I r,�
w DB 1667 PC 931 11 , A�-
< ACREAGE 0.45 AC 1 - S4 / :,
II
340 YAOKIN PLAZA
'O CONCRETE CURB&GUTTER
SOUTHERN PINES / 1q / PREPARED BY:
< USE OFFICE / LINE ,
ZONING:GB UTILITY POLE
m % \ 'R J ,
v, r&G @0 TYPICAL LIGHT
\ O7
SSCOP �p/J)' I - _ TYPICAL SIGN
E/R i -T�//.00'S297602%Y INRIV 42984' 4 710' - EIP RIM 4:r.L , L V,�q
4 0.3'B� t� AAA' - \ RAI
=43051' _- i
0,11 0 9'26 ELOq//\ _-MN--43.` , 99.82'N7976027 �-11 L- SHE,�. _ SANITARYSEWERATERAL
�/ E/P
// FCUSH 00'N2 02 E --
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//, W UNDERGROUND WATER LINE
O N N�y��A._�w-w -p 1�•••�1� l UDC TELE o�' 0�C 0 // NT
N 51CON14,466.7250
/ -- �I_:4_ Y'�R�w�p / C ® f 1,873,030.9970
•-•:.:
DAVI ELEV 43851
EDGE OF PAVEMENT DA V I S p II 01 L</Y Y M N W W W M W E UNDERGROUND ELECTRIC LINE
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1 93 g' I a'x 18 GA z�\�m MAGNIOLA GARDENS OF E G°R/Pp1E S
_ _ I` SOUTHERN PINES.LIE °,its�DeP CONDITION OF APPROVAL # DATE REVISION BY
4 2 P/N 857114245831 ,DE TOWN OF SOUTHERN PINES
PICKET: 0\91 2023.03.16 JT
11 11 11 11 11 11 11 11< $ DB 2749 PC 597 E/R FLUSH m Site plan approval is conditioned on the combination or COMMENTS
5/8"x 19 GA `\� ACREAGE 5 AC f recombination of existing parcels PARID 00048328,PARID TOWN OF SOUTHERN PINES
�3j.i"t 594 MURRAY HILL RD 00048329,and PARID 00053355,subject to North Carolina 2 2023.03.30 JT
DST: ;',�;�, SOUTHERN PINES,NC 28387 General Statute Chapter 47-30 Plats and Subdivisions and COMMENTS
T'x 16 GA USE.'NURSING HOME Town of SOU}hem Pines Unified Development Ordinance TOWN OF SOUTHERN PINES
/// ZONING:0-/ - Section 2.34 Plats, Amending. Compliance with the 3 2023.04.14 COMMENTS MR
43�} \OUTSIIDEET TOWN OF
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perimeter landscaping u requirement fomf vehicle use preasarse is
5 dependent on a successful recombination of parcels;
48• 3(i" \ rLQ / otherwise, a certificate of occupancy-per Town of
)V 1t551 / Soent
Certificates Pi Occupancy-willes Unified V not be lissued by the Town
CONC.MON / 01uthernPi Pines.
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/
2 4 /
2,4•• 1 1 f I I�12. / / I SITE PLAN NOTES
/36"
I I. REFER TO GENERAL NOTES ON SHEET C-100.
L . NOTENCE SHOULD HAVE POWDER COATED BLACK FINISH L- IA / 2. SETBACKS ARE SHOWN IN ACCORDANCE WITH THE APPROVED TOWN OF SOUTHERN PINES
2. REFER TO FENCE MANUFACTURER FOR SPECIFIC FENCING DETAILS. STANDARDS.
3. WHEN INSTALLED ON RETAINING WALL,WALL DESIGNER SHALL PROVIDE RUSH / 3. TREES SHALL NOT BE PLANTED IN ANY TOWN OF SOUTHERN PINES SANITARY SEWER EASEMENTS.
F(
INSTALLATION DETAILS. / 4. ALL SIGHT DISTANCE TRIANGLES ARE IN ACCORDANCE WITH AASHTO STANDARDS.REFER TORO 811.
METAL FENCE DETAIL _ ADA RAMPSY SHALL BLEOISTRUEi.
5. ADA RAMPS SHALL BE CONSTRUCTED TO NCDOT SPECIFICATIONS WITH A 4'x4'LANDING AREA AND
NOT TO SCALE / 48"PASSING DISTANCE BEHIND RAMP.
6. CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS"OF RECORD"FOR EXACT
/ LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS,ELEVATIONS,PRECISE BUILDING DIMENSIONS,
N/F
TOWN OF SOUTHERN PINES / AND EXACT BUILDING UTILITY LOCATIONS. KNOW WHAT'S BELOW
P/N 857113232733 7. ALL DIMENSIONS ARE TO FACE OF CURB,EDGE OF PAVEMENT,OR EDGE OF BUILDING,UNLESS CALL
11ACREA12
4G339.63 Nd3155"N / / ti NOTED OTHERWISE.SG BEFORE OUDI 811 G
350 COMMERCE AVE 1155T / I It's fast.It's free.It's The law.
SOUTHERN PINES Iti PAVEMENT MARKING &SIGNAGE NOTES
USE'GOVERNMENT / •WA
I. ALL PAVEMENT MARKINGS AND STREET SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL
ZONING:ERR-CD / / "' ON UNIFORM TRAFFICCONTROLHALLBEDEVICES OR LOCALAND JURISDICTIONALALLOMPLWITH TST PROJECT:
/ I.'; 2. PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL COMPLY WITH NCDOT STANDARDS
/ ^' ASIGNS
I D S MUST
PRISMATIC
3. IN THEMUESUEDPIONOFIT SHEEETING SIG SMIGNS
RT THE MINIMUMOVIDEDFORP RETROREFLECTIVITVELS Y 298 DAVIS
EIP FLUSH
a THE LATESTNGEDITION OF THE MUTCD.O SIGNS PROVIDED FOR PEDESTRIAN CROSSINGS SHALL USE
PROP.RIPRAP DISSIPATOR(LENGTH: / THE STRONG YELLOW-GREEN COLORING.
8'/OUTLET WIDTH:4'/END /
WIDTH:12.5'/THICKNESS:1') ,_ / STREET
PROP.LOCATION OF STREET LIGHT(SEE 1 HATCH LEGEND CONSTRUCTION
DETAIL ON LIGHTING PLAN SHEET 1OF I) 4 /-0Y\\\ dl'- �(
LIMITS OF DISTURBANCE ` ���dl al NEW SIDEWALK TURNDOWN.
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03T 55N1 / - / - I TYP,DIMENSIONS --r- SOUTHERN P/NES
USE'HEAL H SPA 217,227,237
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PROP.FENCE _ 91 / / SHALL APPLY TO ALL DAVIS STREET
PRDP.HVAaaADs(2) �.' % SPACES SHOWN z- /PARKING CALCULATIONS SOUTHERN PINES,NC
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_ D {"}° 1 REQUIRED PROPOSED
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_ �, PARKING REQUIREMENTS
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/ (•PROP.TRASH BIND 50'00' 0 79(TYR) Q ^ 'APPROVED REDUCTION IN MINIMUM PARKING SPACES FOR MEDICAL AND DENTAL OFFICES 1ST SUBMITTAL: 2022.10.27
/ LOCATIONS - .,. �±n "�` EQUATES TO I SPACE PER 260 SQUARE FEET OF GROSS FLOOR AREA.PARKING CALCULATIONS SCALE:
/ , p - ARE BASED UPON THE APPROVED REDUCTION IN PARKING REQUIREMENTS.REQUIREMENT HAS
ER
/ 11 F ' 0 '0 BEEN REDUCED FROM 1 SPACE PER 150 SQUARE FEET TO 1 SPACE PER 260 SQUARE FEET. FOR REVIEW
o.l'Ac tio / / ----WHEEL STOP P.) f5� p 9 0 \ / AND APPROVAL
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O TOWN OF SOUTHERN PINES STREET NOTES 11. UPON COMPLETION OF THE SUBGRADE PROOF ROLLING,A REPORT FROM AN ACCREDITED TESTING LABORATORY SHALL BE PROVIDED TO THE TOWN ENGINEER.THE REPORT SHALL PRESENT THE RESULTS OF A PROCTOR ANALYSIS ENGINEERING
3o DEMONSTRATING THAT THE SUBGRADE COMPACTION IS ACCEPTABLE IN ACCORDANCE WITH STANDARD REQUIREMENTS OF NCDOT IN ALL THE SIGNIFICANT FILL AREAS.THE TESTING FIRM SHALL ALSO INSPECT THE SUBGRADE TO
I. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE TOWN'S ENGINEERING AND CONSTRUCTION MANUAL. VERIFY CONFORMANCE WITH THE PAVEMENT DESIGN REPORT AND PROVIDE A REPORT OF THE FINDINGS TO THE TOWN ENGINEER.UPON ACCEPTANCE AND APPROVAL,THE STONE BASE COURSE MAY BE PLACED.HOWEVER,NO
2. DEPENDING ON THE PROPOSED CONSTRUCTION ACTIVITIES,A BOND MAY BE REQUIRED FOR POSSIBLE DAMAGES TO TOWN STREETS AND,SHALL BE IN AN AMOUNT ESTABLISHED BY THE TOWN. STONE BASE MAY BE PLACED PRIOR TO BACKFILLING BEHIND THE CURB.THE STONE BASE COURSE MATERIALS SHOULD BE PLACED AND COMPACTED TO GRADE.COMPACTION AND THICKNESS TESTING SHALL BE PERFORMED AT A 1149 EXECUTIVE CIRCLE
O 3. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES WHEN WORKING WITHIN EXISTING STREETS IN ACCORDANCE WITH THE LATEST EDITION MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES(MUTCD)AND RATE OF I SET OF TESTS/500 LINEAR FEET WITH A MINIMUM OF THREE TESTS.ONCE THE THICKNESS AND DENSITY OF THE ABC STONE HAS BEEN VERIFIED,AND PRIOR TO THE PLACEMENT OF CONCRETE OR ASPHALT,ANOTHER PROOF CARY,NC 27511
g NCDOT. ROLL OF THE ABC STONE SHALL BE PERFORMED UNDER THE SUPERVISION OF THE ACCREDITED TESTING LABORATORY AND THE TOWN ENGINEER.ONCE A PASSING PROOF ROLL IS ACHIEVED,CONCRETE AND/OR ASPHALT P:919.576.9733
4. STREET CUTS AND SIDEWALKS SHOULD BE COMPLETELY REPAIRED IN AN EXPEDIENT MANNER,UNLESS OTHERWISE NOTED IN CONSTRUCTION DOCUMENTS,CUTS MUST BE FILLED PER STANDARD DETAILS,WITH PLOWABLE FILL OR SHOULD BE PLACED AS SOON ASPOSSIBLE.IN THE EVENT THAT INCLEMENT WEATHER OCCURS AFTER THE ABC STONE PROOF ROLL AND BEFORE THE PLACEMENT OF CONCRETE OR ASPHALT,OR IF A PERIOD OF GREATER THAN IO NCBELS C-3847 I NCBOLA C-683
U SUITABLE MATERIAL TO WITHIN 1.5"OF FINISHED GRADE WITHIN 3 DAYS OF INITIAL WORK.FINISHED ROADWAY SURFACES,SIDEWALKS AND CURBS MUST BE RESTORED WITHIN 15 DAYS OF INITIAL WORK. DAYS LAPSES BEFORE PAVING,ANOTHER PROOF ROLL OF THE ABC STONE WILL BE REQUIRED.THE CONTRACTOR SHALL BEAR THE COST OF LABORATORY TESTING AND INSPECTIONS.
5. TRENCH BACKFILL REQUIREMENTS: 12. CONCRETE OR ASPHALT SHALL NOT BE PLACED IN INCLEMENT WEATHER.THE CONTRACTOR SHALL PROTECT FRESHLY PLACED CONCRETE OR ASPHALT IN ACCORDANCE WITH SECTION 420(CONCRETE STRUCTURES(,DIVISION 6
U 5.A. ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE,FREE FROM ROOTS,VEGETATIVE MATTER,WASTE,CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL MATERIALS DEEMED BY THE INSPECTOR AS UNSUITABLE (ASPHALT PAVEMENTS(,AND DIVISION7(CONCRETE PAVEMENTS AND SHOULDERS)OF NCDOT STANDARD SPECIFICATIONS.PRIOR TO ANY CONCRETE BEING PLACED,AFEE-POOH MEETING SHALL BE REQUIRED.SCHEDULE THE SEALED:
FOR BACKFILL PURPOSES SHALL BE REMOVED AND REPLACED WITH SELECT BACKFILL MATERIAL. PRE-POUR MEETING WITH THE INSPECTOR. ""1""
S.B. ALL TRENCHES IN THE STREET RIGHT-OF-WAY SHALL EBACFILLEGTHOF IMMEDIATELY NTRENAFTER THE PIPE IS LAID.NDERCON TRENCH SHALL BE OPENED IN ADVANCE OF PIPE LAYING THAN IS NECESSARY TO EXPEDITE THE WORK.ONE 13. ALL CONCRETE USED FOR STREETS,CURB AND GUTTER,SIDEWALKS AND DRAINAGE STRUCTURES ETC.SHALL BE APPROVED NCDOT MIXES,UNLESS OTHERWISE DIRECTED BY THE TOWN ENGINEER OR PROJECT SPECIAL PROVISIONS. ``.�\J,CARo"''
? BLOCK OR 200'(WHICHEVER IS LESS)SHALL BE THE MAXIMUM LENGTH OF OPEN TRENCH ON ANY LINE UNDER CONSTRUCTION. CONCRETE TESTING SHALL FOLLOW REQUIREMENTS AND FREQUENCY SET FORTH BY NCDOT AND ACT. �.
n S.C. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 8"BELOW THE FINISHED SURFACE TO A 100%DENSITY IN ACCORDANCE WITH AASHTO i99 AS MODIFIED BY NCDOT.ALL TRENCH BACKFILL GREATER THAN 8"BELOW THE 7q, THE CONCRETE TEMPERATURE At THE TIME OF PLACEMENT SHALL BE BETWEEN 50°FAND 95°F EXCEPT WHERE OTHER TEMPERATURES ARE REQUIRED BY NCDOT SPECIFICATIONS,SECTION 420.DO NOT PLACE CONCRETE WITHOUT ,, Or0FES / H..
U FINISHED SURFACE SHALL BE COMPACTED TO 95%DENSITY IN ACCORDANCE WITH AASHTO T 99 AS MODIFIED BY NCDOT. PERMISSION WHEN THE AIR TEMPERATURE MEASURED AT THE LOCATION OF THE CONCRETE OPERATION IN THE SHADE AWAY FROM ARTIFICIAL HEAT IS BELOW 35°F.WHEN SUCH PERMISSION IS GRANTED,UNIFORMLY HEAT THE _Ili S.D. ALL TRENCH BACKFILL SHALL BE COMPACTED IN MAXIMUM 6"LIFTS. AGGREGATES AND/OR WATER TO A TEMPERATURE NOT HIGHER THAN 150°F.HEATED CONCRETE SHALL BE BETWEEN 55°F AND 80°F AT THE TIME OF PLACEMENT.
f 6. ALL SUBGRADE SHALL BE COMPACTED TO A DEPTH OF 8"BELOW THE FINISHED SURFACE TO A 100%DENSITY IN ACCORDANCE WITH AASHTO T 99 AS MODIFIED BY NCDOT.ALL EMBANKMENT SHALL BE COMPACTED TO 95% 15. ALL EXCESS CONCRETE ON THE FRONT EDGE(LIP)OF GUTTER SHALL BE REMOVED WHEN CURB AND GUTTER IS POURED WITH A MACHINE. 5 a 040768
O DENSITY IN ACCORDANCE WITH AASHTO T 99 AS MODIFIED BY NCDOT FOR DEPTHS GREATER THAN 8". 16. STRAIGHT FORMS SHALL NOT BE USED FOR FORMING CURB AND GUTTER IN CURVES, -- L• \
U 7. ALL TRENCH BACKFILL,SUBGRADE,EMBANKMENT FILL AND ABC SHALL REQUIRE DENSITY TESTS BE PERFORMED AT A FREQUENCY AS FOLLOWS.TEST REPORTS SHALL BE CONVEYED TO THE TOWN ON A WEEKLY BASIS, 17. CONTRACTION JOINTS,EXPANSION JOINTS AND JOINT SEALER SHALL FOLLOW NCDOT SPECIFICATIONS AND TOWN STANDARD DETAILS. --�(%°F'�'G I NEE¢="S�v:`
7.A.ROAD SUBGRADE I TEST GROUP FOR EVERY 500' 'y OELA.RO`,
18. ALL CONCRETE SHALL BE CURED WITH CURING COMPOUND.USE WHITE PIGMENTED CURING COMPOUND WHICH MEETS ASTM C 309,AS REQUIRED BY NCDOT SECTION 825 AND SECTION 1026,APPLIED AT A UNIFORM RATE PER ','9
O
7.B. PARKING SUBGRADE I TEST GROUP FOR EVERY 10,000 SQUARE FEET MANUFACTURER'S INSTRUCtIONS.APPLY THE MEMBRANE CORING COMPOUND AFTER tHE SURFACE FINISHING IS COMPLETE AND IMMEDIAtELY AFTER tHE FREE SURFACE MOIStURE DISAPPEARS,ROt At NO POINt,MORE tHAN 24 ,,,,,w,``2O23,04,74
ill
_ 7.C. TRENCHES I TEST GROUP FOR EVERY 500' HRS OF AFTER PLACEMENT OF THE CONCRETE.
7.D. EMBANKMENT FILL(TEST GROUP FOR EVERY 10,000 SQUARE FEET 19. ALL CURB AND GUTTER SHALL BE BACKFILLED WITH SOIL APPROVED BY THE TOWN ENGINEER WITHIN 7 DAYS AFTER CONSTRUCTION,BUT NOT BEFORE 3 CURING DAYS HAS ELAPSED.DO NOT PLACE ABC OR PAVEMENT ADJACENT
TO THE CURB BEFORE THE 3 CURING DAYS HAS ELAPSED. SI TEE':
'A TEST GROUP SHALL CONSIST OFI TEST FOR EVERY 2'OF FILL IN THE TEST LOCATION 20.PRIOR TO ANY ASPHALT BEING PLACED,A PAVEMENT COORDINATION MEETING SHALL BE REQUIRED.SCHEDULE THE PAVEMENT COORDINATION MEETING WITH THE TOWN INSPECTOR.ALL TESTING REPORTS SHALL BE PROVIDED
8. ALL MANHOLES,JUNCTION BOXES,WATER VALVE BOXES AND OTHER APPURTENANCES SHALL BE COVERED AT SUBGRADE LEVEL WITH A STEEL PLATE UNTIL THE FIRST LIFT OF SURFACE COURSE ASPHALT IS PLACED,AT THATTME,THE TO THE TOWN ENGINEER PRIOR TO SCHEDULING THE PAVEMENT COORDINATEION MEETING.
UTILITY MAY BE RAISED TO THE FINISHED GRADE. 21.ASPHALT SHALL NOT BE PLACED UNLESS THE MINIMUM TEMPERATURES ARE MET IN NCDOT SPECIFICATIONS,SECTION 610.DO NOT PLACE PLANT MIX BASE COURSE THAT WILL NOT BE COVERED WITH SURFACE OR INTERMEDIATE
g 9. A TOLERANCE FOR GRADING THE SUBGRADE SHALL BE+/-'/"FROM THE ESTABLISHED GRADE WILL BEPERMITTED AFTER THE SUBGRADE HAS BEEN GRADED TOA UNIFORM SURFACE.A TOLERANCE OF+/-'/,"WILL BEPERMITTED COURSE DURING THE SAME CALENDAR YEAR OR WITHIN 15 DAYS OF PLACEMENT IF THE PLANT MIX IS PLACED IN JANUARY OR FEBRUARY.THE ASPHALT SUPPLIER AND/OR PAVING CONTRACTOR SHALL PERFORM ALL REQUIRED OVERALL SITE PLAN
R UNDER CONCRETE PAVEMENT MAINLINE LANES.PERFORM THE GRADING OPERATION SUCH THAT THE MAXIMUM DIFFERENCE BETWEEN THE ESTABLISHED GRADE AND THE GRADED SUBGRADE WITHIN ANY 100'SECTION IS'h"FOR FIELD AND LABORATORY TESTING IN ACCORDANCE WITH THE CURRENT NCDOT STANDARDS DURING THE PRODUCTION AND INSTALLATION OF THE PAVING MATERIALS.THE RESULTS OF THE FIELD AND LABORATORY TESTING DATA S
O NORMAL SUBGRADE AND'/."FORSUBGRADE FOR CONCRETE PAVEMENT. WILL BE PROVIDED TO THE TOWN ENGINEER FOR REVIEW AND FOR FINAL APPROVAL OF THE PAVING MATERIALS. 20 10 0 20 40 `Q
10. A PROOF ROLL WITNESSED BY AN ACCREDITED TESTING FIRM AND THE TOWN INSPECTOR SHALL BE REQUIRED PRIOR TO PLACING CURB AND GUTTER,ABC,AND ASPHALT.A REPORT OF THE PROOF ROLL SHALL BE PROVIDED TO DO,WHEN DELAYING THE INSTALLATION OF THE FINAL LIFT OF ASPHALT,DRAINAGE SHALL BE MAINTAINED ON THE STREETS BETWEEN THE FIRST LIFT OF S9.5A AND THE SECOND LIFT OF S9.5A WHEN THE STREET IS ACCEPTED.USE ill
R THE TOWN ENGINEER.EQUIPMENT TO BE USED FOR THE PROOF ROLLS SHALL BE A LOADED TANDEM DUMP TRUCK.PROOF ROLLS SHALL NOT OCCUR MORE THAN 10 DAYS PRIOR TO THE PLACEMENT OF THE ASSOCIATED WORK. SOUTHERN PINES STANDARD DETAILS TO ACCOMMODATE DRAINAGE IN LOW AREAS. GRAPHIC SCALE NORTH
10.A.PROOF ROLLS WILL NOT BE PERFORMED ON FROZEN SUBGRADES AND INCLEMENT WEATHER WILL VOID ANY PROOF ROLL IF THE ASSOCIATED WORK HAS NOT BEEN COMPLETED. 23.SURFACES SHALL BE TACKED WHEN ASPHALT IS BEING PLACED OVER EXISTING ASPHALT STREETS OR ADJOINING CONCRETE,STORM DRAIN AND SANITARY SEWER STRUCTURES.IN THE EVENT MORE THAN I LIFT OF ASPHALT IS
10.B.A MOTOR GRADER MAY BE USED IN SOME CIRCUMSTANCES FOR A PROOF ROLL ON CURB AND GUTTER ONLY.PRIOR APPROVAL BY THE TOWN ENGINEER IS REQUIRED FOR USE OF A MOTOR GRADER. PLACED IN A SINGLE DAY,TACK IS STILL REQUIRED BETWEEN LIFTS. NAD$3/NAVD$8
O WEIGHT REQUIREMENTS FOR EQUIPMENT: 24.ALL ASPHALT CUTS SHALL BE MADE WITH A SAW WHEN PREPARING STREET SURFACES FOR PATCHING OR WIDENING STRIPS.MILLING IS AN ACCEPTABLE ALTERNATIVE TO SAW CUTS WHEN APPLICABLE. (BOO
n MOTOR GRADER 30,000 LBS 25.PAPER JOINTS SHALL BE USED TO SEAL THE ENDS OF AN ASPHALT POUR SO THAT FUTURE EXTENSIONS CAN BE MADE WITHOUT CAUSING ROUGH JOINTS. L
g TANDEM TRUCK 45,000 LBS 26.WHEN PLACING ASPHALT AGAINST EXISTING SURFACES,A STRAIGHT EDGE SHALL BE USED TO PROVIDE A SMOOTH AND CONSISTENT TRANSITION BETWEEN THE TWO SURFACES AT THAT LOCATION.
Ili
i 27.DEAD-END STREETS WITHOUT CUL-DE-SACS SHALL BE REQUIRED TO INSTALL OBJECT SIGNS DESIGNATING THE DEAD-END.

05 PLAN REVISIONS aN
z�\gym MAGN/O[A6ARDENS OF ooRiE 5 GRADING AND DRAINAGE NOTES
( pp. I. REFER TO GENERAL NOTES ON SHEET C-100. # DATE REVISION BY
SOUTHERN PINES,LAC D7((51�GR� 2. ALL SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS
oo\o� PIN 857114245831 5) AS WELL AS RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT.THE CONTRACTOR IS TOWN OF SOUTHERN PINES
OB 2749 PG 597 FIR FLUST°L
1 2023.03.16 JT
RESPONSIBLE FOR MOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS COMMENTS
\� ACREAGE'SAC SPECIFIED IN THE GEOTECHNICAL REPORT. TOWN OF SOUTHERN PINES
Y G 594 MURRAY HILL RD 3. ALL FILL COMPACTION,AND BACKFILL MATERIALS REQUIRED SHALL BE PER THE 2 2023.03.30 COMMENTS JT
' ,\ SOUTHERN PINES,NC 28387 RECOMMENDATIONS PROVIDED IN A GEOTECHNICAL REPORT.WHEN THE PROJECT DOES NOT TOWN OF SOUTHERN PINES
USE'NURSING HOME HAVE A GEOTECHNICAL REPORT,FILL AND COMPACTION MUST,AT A MINIMUM,COMPLY WITH 3 2023.04.14 COMMENTS MR
ZONING'0-/ / STATE DOT REQUIREMENTS AND SPECIFICATIONS.THE ENGINEER SHALL HAVE NO LIABILITY OR - -
\OUTS/DE TOWN OF SOUTHERN 511 / RESPONSIBILITY FOR OR AS RELATED TO FILL COMPACTION,AND BACKFILL.
PINES✓UR150/CTION /gyp 37 5 / 4. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION
EVATIONS PRIOR TO COMMENCING ANY
NSTRUCRON.CONTRACTOR
\ 11551 • / AND UTILITY INVERT MUST CONFIRM AND LENSURE 075%MINIMUM SLOPE AGAINST ALL LIISLAND,GUTTERS,AND C RBS;
CONC.MON / 1.0%ON ALL CONCRETE SURFACES:AND 1.5%MINIMUM ON ASPHALT(EXCEPT WHERE ADA
0.3 AG / REQUIREMENTS LIMIT GRADES),TO PREVENT PONDING.
2. GRADE ELEVATIONS
/ 2.1. ALL PROPOSED CONTOURS IN ROADWAYS,DRIVES,AND SIDEWALKS AND SPOT ELEVATIONS
/ REFLECT FINISHED GRADES.THE TOPS OF EXISTING AND PROPOSED MANHOLES,INLET
----""" STRUCTURES,AND CLEANOUTS MUST BE ADJUSTED AS NECESSARY TO MATCH PROPOSED
;' GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS,REQUIREMENTS,RULES.STATUES, - -
/ LAWS,ORDINANCES,AND CODES.
2.2. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE
BASE COURSE ELEVATIONS TO BE CONSTRUCTED UNDER THIS CONTRACT.
I 2.3. WHERE RETAINING WALLS ARE IDENTIFIED ON PLANS,ELEVATIONS IDENTIFIED REPRESENT THE
yOJ EJR / FINISHED GRADES OF THE EXPOSED PORTION OF THE WALL FOOTING/FOUNDATION
- •LUSH,'/'' ELEVATIONS ARE NOT IDENTIFIED AND ARE TO BE DETERMINED BY THE WALL DESIGNER AND/OR
THE CONTRACTOR BASED ON FINAL DESIGN DRAWINGS PREPARED BY THE APPROPRIATE 811.
,, ,
/�� PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS.
- 3. UNLESS OTHERWISE NOTED,ALL STORM DRAINAGE PIPE SHALL BE REINFORCED CONCRETE PIPE
,' (RCP)CLASS III WITH SILT TIGHT JOINTS.WATERTIGHT RCP SHALL MEET ASTM C443 WITH JOINTS
DOUBLE WRAPPED IN NON-WOVEN FILTER FABRIC AND UPSTREAM STRUCTURES CONSTRUCTED
N/F / WATERTIGHT.WHEN HIGH-DENSITY POLYETHYLENE PIPE(HDPE)IS NOTED,IT MUST CONFORM TO KNOW WHAT'S BELOW
TOWN OF SOUTHERN PINES /' ! = AASHTO M294 TYPES(SMOOTH INTERIOR)WITH GASKETS FOR WATERTIGHT JOINTS,AND BE
PIN 857113232733 5ry1 INSTALLED ACCORDING TO ASTM D2321,D3212,AND F477 SPECIFICATIONS.PVC PIPE,WHEN USED ALWAYS CALL 811
UB 1112 PG 343 Ci31'S;' ra FOR ROOF DRAIN CONNECTIONS,MUST BE SDR 26 OR SCHEDULE 40,CONFORM TO ASTM BEFORE YOU DIG
ACREAGE 49.63 AC 1 1
14 ` V F949-93A,INSTALLED WITH WATERTIGHT,WELDED JOINTS,AND RED TO THE STORMWATER SYSTEM
350 COMMERCE AVEC I �tT5.5 ./ -- --- _ ,'-, WITH WATERTIGHT JOINTS UNLESS OTHERWISE NOTED.PIPE LENGTHS ARE NOMINAL AND MEASURED It's fast.Its free.It's the law.
SOUTHERN PINES - I CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
m
USE'GOVERNMENT /, '-43U / 4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATION OF ROOF DRAIN LOCATIONS,
ZONING.'FRR-CD '�+ VERIFYING THE LOCATION OF THE SAME BASED ON FINAL ARCHITECTURAL PLANS,AND PROJECT:
/ I / I T CONNECTING DOWNSPOUTS TO MANIFOLD SYSTEMS IF PROVIDED.
n 5. A PRE-CONSTRUCTION MEETING SHALL BE REQUIRED FOR THIS PROJECT.
A j N / 6. THIS PROJECT INCLUDES CLEARING AND GRADING ONLY AS NECESSARY TO CONSTRUCT
El FLUSH ROADWAYS,UTILITIES,AND OTHER RELATED INFRASTRUCTURE AS SHOWN IN THESE PLANS.
8'IOUTLEPATOR(LENGTH:: a 7. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS 298 DAVIS
PROP.RIPRAP 01551 ( H • / u / / / COMPLETED AND THE FINAL SITE INSPECTION IS SCHEDULED PRIOR TO THE ISSUANCE OF
TWIDTH:4'IENO SEE WALL DRAWINGSBYOTHERS, CERTIFICATE OFOCCUPANCY(CO).THEFENCINGSHALLBEREMOVEDIMMEDIATELYPRIORTOTHE STREET
WIDTH I2SITHICKNESS 1) // j/ 60 FINAL SITE INSPECTION FOR THE SITE.
t. / \ BW 43D.00 J.
BHEETS RW1 PRW
/ / \' 4'$' '� �%' EW SIDEWALK
-,-.-,,,/
/yw ADA QINSTRURCTIONS TOECONTRACTORQNQFADA CONSTRUCTION
AND PRECISION IN ONSTRUCTIO
1,' 0 _ TURNDOWN - -- - (HANDICAP)ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE THESE COMPONENTS,AS
LIMITS OF DISTURBANCE - SEE DETAIL ON SHEET C-700 --- p CONSTRUCTED,MUST COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS BARRIER FREE DR A\A/IN I�C
\'''
cum - �,35� ACCESS AND ANY MODIFICATIONS,REVISIONS,OR UPDATES TO SAME.FINISHED SURFACES ALONG THE /-\YY ��J J
\ I ;' q„ , p / ,,��}} •: - g33� ®j, ACC ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACE,PUBLIC TRANSPORTATION,PEDESTRIAN ACCESS,
gJ FJR4IW3. N/F AND/OR INTER BUILDING ACCESS TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT MUST COMPLY
�� „/ ` �__sl F/RSTHEACTH OF THE CAROLINAS WITH THESE ADA CODE REQUIREMENTS.THESE INCLUDE,BUT ARE NOT LIMITED TO THE FOLLOWING:
RETAINING WALL(BY OTHERS M ' g34.0
L/ ) `��/ ' � -' LEMIR r' 46.6' C3s PlN&57714749670
r ❑ ❑ - ❑ DB 2645 PG 554 • PARKING SPACES AND PARKING AISLES-SLOPE SHALL NOT EXCEED 1:50(I/4"PER FOOT OR
TREE PROTECTION FENCE `� - ACREAGE'1.45 AC
TC 432.50 II v ®�� URBNOMINALLY 2-SLOPE
HY DIRECTION.
® g120 �STh17071 p 205 OARS ST • CURB RAMPSS-$LOPE SHALL NOT EXCEED 1:12(6.3%).
_ Q
SOUTHERN PINES • LANDINGS-SHALL BE PROVIDED AT EACH END OF RAMPS,MUST PROVIDE POSITIVE DRAINAGE,
3° L TC133.08 '� USE.HEALTH SPA AND MUST NOT EXCEED 1:50(1/4"PER FOOT OR NOMINALLY 2.0%)IN ANY DIRECTION. 217,227,237
/A61 iJ0//' �/ T1N 432.001 ZONING:GB • PATH OF TRAVEL ALONG ACCESSIBLE ROUTE-MUST PROVIDE A 48-INCH OR GREATER
18'/ ��'jjj���! 433�0 _I . II {`y1' UNOBSTRUCTED WIDTH OF TRAVEL(CAR OVERHANGS AND/OR HANDRAILS CANNOT REDUCE THIS DAVIS STREET
PROP.HVAC PADS(2)-1� / I o ®A°I y MINIMUM WIDTH).THE SLOPE MUST BE NO GREATER THAN 1:20(5.0%)IN THE DIRECTION OF TRAVEL SOUTHERN PINES,NC
® �'/'' -1 STORY 0, I AND MUST NOT EXCEED 1:50(1/4"PER FOOT OR NOMINALLY 2.0%)IN CROSS SLOPE.WHERE PATH
�� ��� WM
'�' I [II I Il COMMERCIAL B 1 I OF TRAVEL WILL BE GREATER THAN 1:20(5.0%),ADA RAMP REQUIREMENTS MUST BE ADHERED TO.A
Cl)' MAXIMUM SLOPE OF 1:12(8.3%).FOR A MAXIMUM RISE OF 2.5 FEET,SHALL BE PROVIDED.THE RAMP
TW 431.00r W® 4840 MUST HAVE ADA HAND RAILS AND 60'W BY AD"LANDINGS ON EACH END THAT ARE CROSS SLOPED PROJECT#: C22022
- ® - ( V I 8 NO MORE THAN 1:50 IN ANY DIRECTION(1/4"PER FOOT OR NOMINALLY 2.0%)FOR POSITIVE DRAWN BY: If
I •� / / G43450 /- jI 0 DRAINAGE. REVIEWED BY: MR
/ I 0 6 • DOORWAYS-MUST HAVE A"LEVEL"LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS 1ST SUBMITTAL: 2022.10.27
{^I PR•P TRASH BI =Pi SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50(1/4"PER FOOT OR NOMINALLY 2.0%)FOR
E;
II1 I POSITIVE DRAINAGE.THIS LANDING AREA MUST BE NO LESS THAN 601NCHES FEET)ARDS FOR ALTERNATIVE DOORWAY O LONG,EXCEPT SCALE: 1=20
WHER
ED BY
A
NG
E/R 5�/l-, ( 1 I.I • I - JI'iI r CONDEROTNSR EEEICC/AINSIA1I71D003 AND OTHER REFERENCE INCORPORATEDBVICODI FOR REVIEW
O.1AG Kti / _I ', I e �- • WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION,MODIFICATION,REVISION OR
_" o I M {g'4 8 Ss EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, AND APPROVAL
e40 / / '', .""---" t / \ CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN.NOTE THAT TABLE 405.2 OF
I G433.31 THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER
=' ' ® o PREPARED FOR:
/ /\ , i TC 43a 31 RAMP SLOPES,IN RARE CIRCUMSTANCES.THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE
1
// S _ 7 W. DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY
�j� 'J
\ C9 OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS,IN WRITING,BEFORE COMMENCEMENT OF
'"' a /OFF=434501 ® I (yl'' 9 WORK.CONSTRUCTEDIMPROVEMENTSMUSTFALLWITHINTHEMAXIMUMANDMINIMUM
/ 4,500SF �1 � ® lgS \ LIMITATIONS IMPOSED BV ERIFYTHE RIER FREE REGULATIONS TRACTOD THE FORMS REQUIREMENTS.
-M ,BEDICALOFFICEBUILDING I THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING
- CONCRETE.IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS,CONTRACTOR MUST
`? - TC43353 IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE.CONTRACTOR S RESPONSIBLE
I FOR ALL COSTS TO REMOVE,REPAIR AND REPLACE NON-CONFORMING CONCRETE J MT
i' - � ® IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH VENTURES,LLC
O $, 1%MIN. IMO .-- I \ THE LOCAL BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION.
2 �', •/ '
it / sii E N/F A01. FIG434501 i i 6 :
GERLAL,LLC I i G434.50 i o
Pa"asi c9i j�� A�S' GRADING LEGEND
„<, ACREAGE'0.45 AC I - " i�I
Cs ,340 YAOKIN PLAZA
SOUTHERN PINES , , / ___------
3 1 G434.50 • I 7 IX157/NG NOTE TYPICAL NOTETEXT PROPOSED NOTE PREPARED BY:
USE OFFICE / �LINE A G434.50 a� /
I
n ZONING:GB / / \, 434.0 J F/�' ( ,' -----310----- CONTOUR
0
5'1 i \\ *. / -----375----_ LINE 325
m ' 4d3.0 PROP.®'1,
CN / i / \q _ - � 34B
c"i. \ I SSCOI ElP R , �20.1° I _-- - _ _ 349.5 ELEVATIONS 349.00
PROP.6'SIDEWALK TURNDOWN, �II Q�fn19 �bQ�Q� Q^QfS�� -" 6C 349
\ SS38 434 SHEET SSCGj _- SPOT O0 r
SEE DETAIL ON SHE TC
ER ' ' -i�0.00'S2976029Y INV.'
479 ��/
50
RlM
O ���-,: .-' ✓ FLUB _, =430.51' _�-''70000'N29'2602E n INV --43 •
99.87'N2976"02E `^�' 21 :'U--�SH��• SANITARY SANITARY MH XXX
dl •ICY/ P/ dl-dl-�pl ,of C7!- p/ ql �I pY �, �� � lI, ---6'
®t LIBEL LABEL
1 ql [Y/ ql CW [w dl [w LW-0. 0, --
m _W W W�W, W_ 1' Gfi�'/ CONTROL POINT STORM STORM
4 W�W_,I,_WI l UDC TEE os' 6� N 514,466.7250 LABEL LABEL Ism XXX
W W'�W____W W Cal E 1V43,050.9970 - - STORM
' ��- p �/�� fLEV 43851
DAVI S IF O' R/yW WW- N W W N W - - SEWER
O
PLA 3 " 146 STORM BOX
E - SSMH2 u 55- .SS -5 s5 55 55 I Ss 55- 55 "ZS-SS 55 --SS SS-SS SS SS SS SS SS- SS- 55 -
55 SSry
Q
JUNCPICAL TION
END o underfoot
RIM=433.23° ENGINEERING
INV.IN=427.12' 3 HEADWALL OR
• 0 0 1149 EXECUTIVE CIRCLE
INV.OUT=42707° CAEND WALL
p • cn •
rcH P 919.576.9733Y,NC 1
o § L
BASIN NCBEL3 C-3847 NCBOLA C-683
i
?"-S.
- T © MONITORING
WELL N/A SEALED:
~ TOWN OF SOUTHERN PINES STORMWATER NOTES • BORING N/A \�`,�N CA R'''
TOTAL DISTURBED AREA: 0.50 AC. 'o�;oF °S;o°,ti:,_
I. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES,NCDOT STANDARD DRAWINGS AND THE SOUTHERN PINES ENGINEERING AND CONSTRUCTION STANDARDS. (� BENCHMARK N/A 2g°y- °
S 2. PRIOR TO BEGINNING CONSTRUCTION IN THE TOWN OF SOUTHERN PINES,A PRECONSTRUCTION MEETING WITH THE TOWN SHALL BE HELD,AND SUBMITTALS(SHOP DRAWINGS)SHALL BE APPROVED.THE SUBMITTALS SHOULD INCLUDE ALL MATERIALS(ROADWAY,STORM,AND UTILITIES)TO BE USED DURING IITTT
CONSTRUCTION. • -
3 TEST
3. STORM DRAINAGE PIPE COVER N/A
/� -
p 3.A. MINIMUM COVER IS 2'MEASURED FROM THE FINAL SURFACE.LESS THAN 2'REQUIRES PRIOR APPROVAL BY THE TOWN ENGINEER. STORM STRUCTURE SCHEDULE / PIT V % e° 04 68 `
U 3.B. MAXIMUM COVER:REFERENCE NCDOT HIGHWAY DESIGN BRANCH ROADWAY DESIGN MANUAL. N/A PATH OF I �, �, �, �, ';0°F'VG IN�P'°S44v:�
LT 4. IN AREAS WHERE DOWNSTREAM IMPOUNDMENTS WILL CREATE A TAILWATER THAT BACKS WATER UP INTO THE PIPE SYSTEM,CULVERTS SHALL BE CONSTRUCTED WITH 0-RING SEALS IN THE JOINTS,WHICH MAY REQUIRE TESTING OF THE SYSTEM.THE TOWN ENGINEER SHALL DETERMINE LOCATIONS OF THE RIM ELEV. OVERLAND RELIEF % 'Y,y°°°°°°°°RO `
p SYSTEM TESTING. NAME TYPE (FT.) INVERTS FL A.
til 5. STORM DRAINAGE PRESSURE TESTING N/A LIMITS OF DISTURBANCE """",`'.2OZ3.04.14
- WHEN PIPE TESTING IS REQUIRED,THE STORM STRUCTURES SHALL ALSO BE TESTED AS REQUIRED.VACUUM TESTING MAY BE USED AS OUTLINED IN ASTM C1244.EXFILTRATION TESTS MAY ALSO BE PERFORMED AS FOLLOWS: 102 NCDOT 840.03 433.01' INV OUT=428.00'(24") \ J
S.A. PLUG THE INLET AND OUTLET AND FILL THE MANHOLE WITH WATER TO WITHIN 6"OF THE TOP OF THE MANHOLE. SHEET:
i S.B. ALLOW THE WATER TO STABILIZE FOR 1/2 HR AND REFILL THE MANHOLE TO THE ORIGINAL ELEVATION. 101 NCDOT 840.03 432.08' INV IN=427.80'(24")
S.C. MARK THE INITIAL DEPTH OF WATER,AND AFTER I HR RECORD THE DROP IN THE WATER LEVEL IN THE MANHOLE. INV OUT=427.80'(15")
0
S.D. THE MAXIMUM ALLOWABLE DROP IN VERTICAL WATER HEIGHT IN THE MANHOLE SHALL BE'/."FOR ALL DIAMETER SIZES OF MANHOLES.IF THE WATER LEVEL IN THE MANHOLE DROPS BELOW THE ALLOWABLE DROP AMOUNT.THE CONTRACTOR SHALL REPAIR THE LEAK AND RETEST.
GRADING &
6. STORM DRAINAGE PIPING SHALL BE PLACED IN A STRAIGHT ALIGNMENT AT UNIFORM GRADE.NO CHANGES IN ALIGNMENT SHALL BE ALLOWED EXCEPT AT CATCH BASINS,MANHOLES,OR OTHER JUNCTIONS THAT PROVIDE APPROPRIATE CLEAN OUT ACCESS.THE MAXIMUM LENGTH BETWEEN ACCESS p
g POINTS IS400'. DRAINAGE PLAN
'''4
7. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS. 20 10 0 20 40 `Q
8. ALL PIPES IN STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL.THE FLOOR OF ALL STORM DRAIN STRUCTURES SHALL BE FILLED WITH CONCRETE TO AN ELEVATION FLUSH WITH THE DOWNSTREAM INVERT. ill
R 9. ALL STORM DRAIN STRUCTURES OVER 3'-0"IN HEIGHT MUST HAVE STEPS IN ACCORDANCE WITH STANDARD DETAILS SET FORTH IN NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
/„ O. CATCH BASINS WITH FRAME,GRATES AND HOODS INSTALLED IN CURB AND GUTTER SECTIONS LESS THAN 2'-6"WIDE SHALL OFFSET THE FRAME GRATE AND HOOD TO THE BACK OF THE STRUCTURE TO MAINTAIN A CONSISTENT WIDTH OF ROADWAY. GRAPHIC SCALE NORTH
1. FRAMES,GRATES AND HOODS SHALL NOT BE OFFSET FROM THE CATCH BASIN MORE THAN 4",FRONT TO BACK. NAD$3/NAVD$8
r 2. DENSITY TESTS SHALL BE REQUIRED ON TRENCH BACKFILL AT A FREQUENCY ESTABLISHED IN CHAPTER 2OF THE TOWN ENGINEERING AND CONSTRUCTION STANDARDS. ���1\\
3. PRECAST WAFFLE BOXES MAY NOT BE USED IN AREAS WITH TRAFFIC BEARING LOADS.PIPE SHALL ENTER PRECAST WAFFLE BOXES IN THE AREA PROVIDED FOR KNOCK OUTS,THE CORNER OR SUPPORTING WALL SECTION OF A WAFFLE BOX SHALL NOT BE CUT. ( _300
4. ALL GRADED CREEK BANKS AND SLOPES SHALL BE AT A MAXIMUM 2:1 AND NOT TO EXCEED I0'WITHOUT TERRACING.OTHERWISE THE SLOPES SHALL BE DESIGNED BY A PROFESSIONAL GEOTECHNICAL ENGINEER AND APPROVED BY THE TOWN ENGINEER ON A CASE BY CASE BASIS.
5. ACCEPTANCE OF THE STORM REQUIRES:2 VIDEOS(THE 1 sT VIDEO IS PRIOR TO THE FIRST PROOF ROLL THE 2ND VIDEO IS AFTER THE INSTALLATION OF DRY UTILITIES.BUT PRIOR TO ACCEPTANCE OF THE STREETS):AS-BUILT DRAWINGS:AND CERTIFICATION BY THE DESIGN ENGINEER USING THE CERTIFICATION
Ili
FORM IN APPENDIX A.
x

^ps/ PLAN REVISIONS aN
z�\gym MAGN/O[A GARDENS OF GORP%E S UTILITY NOTES
f RN I. REFER TO GENERAL NOTES SHEET C-100 B DATE REVISION BY
SOUTHERN PINES,LIE pp¢1�pµPD 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF SOUTHERN PINES STANDARD
�o\� DB PIN 2749 G 597 51pE SPECIFICATIONS AND DETAILS THAT ARE CURRENT AT THE TIME OF PLAN APPROVAL. TOWN OF SOUTHERN PINES
OB 2749 PC 597 FIR FLUSH 1� 1 2023.03.16 JT
3. ALL MANHOLES LOCATED OUTSIDE OF PAVED AREAS SHALL HAVE A RIM ELEVATION ONE FOOT COMMENTS
\T ACREAGE 5 AC ABOVE FINISHED GRADE.ALL MANHOLES WITHIN THE 100-YEAR FLOODPLAIN SHALL HAVE A RIM TOWN OF SOUTHERN PINES
G 594 MURRAY HILC RO ELEVATION A MINIMUM OF TWO FEET ABOVE FINISHED GRADE. 2 2023.03.30 COMMENTS JT
. \ SOUTHERN P/NE5,NC 2838
7 4. ALL DOMESTIC WATER SERVICES SHALL BE 3/4"TYPE K COPPER AND ALL SEWER SERVICES SHALL BE TOWN OF SOUTHERN PINES
USE'NURSING HOME 4"SCHEDULE 40 PVC UNLESS OTHERWISE NOTED. 3 2023.04.14 MR
ZON/NC.'0-/ 5. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. -
COMMENTS
\OUTS/DE TOWN OF SOUTHERN 5 / LOCATION OF EXISTING UTILITIES SHOWN ON PLANS IS BASED ON BEST AVAILABLE INFORMATION
P/NES✓UR150/CT/ON /gyp 3�5 BUT CAN BE CONSIDERED ONLY AS APPROXIMATE.
6. ALL
NOUTS SHALL BE INSTALLED PER SOUTHERN PINES
ARDS AND
S.
\ 11551 / 7. NO DRY AVEMETILITIES(SUCH AS CABLE,PHONMCAT,LED BEHIND
SHALL BE ALLOWED TO RUN LROUND WITHIN Y
CONC MON /J•�// / UNDER PAVEMENT AND ASSHOULDCABL REINSTALLED BEHIND THE CURB.
03'AG / S. ALL ELECTRICAL AND TELECOMMUNICATION LINES SHALL BE INSTALLED UNDERGROUND WITHIN THE
SUBDIVISION AND ALONG THE JUDD PARKWAY WIDENING.
/ 9. WATER LOCATIONS ARE SHOWN GRAPHICALLY.IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
/ I TO CONSTRUCT THE LINES PER TOWN STANDARDS AND SPECIFICATIONS USING BENDS AS SHOWN
/ HEREIN,PIPE DEFLECTION WHEN BENDS ARE ARE NOT SHOWN,AND AS OTHERWISE REQUIRED TO
MEET ALL APPLICABLE STANDARDS. - -
/
ElR I
USH/ 811.
/
/
TOWN OF SOUTHERN PINES ....."--
PIN KNOW WHAT'S BELOW
857113232733 S.yV / ALWAYS CALL 811
ACREAGE 49.63 AC 00515 / ti
350 COMMERCE AVE / 5� BEFORE YOU DIG
SOUTHERN PINES
1j5 / ^' It's fast.Its free.It's the law.
USE'GOVERNMENT / / I qo
ZONING.'FRR-CO / / I PROJECT:
/ / T
EIP/LUSH ' 298 DAVIS
PROP.RIPRAP OISSIPA ID(LENGTH: G• / / STREET
8'9 OUTLET WIDTH:4'9 END
WIDTH:12.5'7 THICKNESS:1') / /
DETAIL
PROP.ON LIGHTING
OF LANSTREET LIGHT(SEE _ C O N S T R U C T I O N
DETAIL LOCATION
PLANSHEET (SE ( /,_ '\ dl'° -I
LIMITS OF DISTURBANCE 'e \.dl'dl ~I NI EW SIDEWALK
SHEETTURNDOWN,
NO,
• / ,. IHKAG DRAWINGS
RETAINING WALL(BY OTHERS) MN/F
� OJ, ® ,� —f� FIRSTHEALTH OF THE CAROLIN4S
�� / J Ass" 9 Poe 85711424967064
TREE PROTECTION FENCE , Q I ACREAGE 205DAV/S ST AC
,551 r 0 SOUTHERN PINES
/ ; 3� I STM 101 v�_ USE'HEALTH SPA 217,227,237
8A9 �� / / I ZONING:GB DAVIS STREET
PROP.HVAC PADS(2) / �{ Ca SOUTHERN PINES,NC
/
COMMERCIAL 1
�j• i , PROJECT P. C22022
II
(g"Y DRAWN BY: If
REVIEWED BY: MR
/ / •PROP.TRASH BI - I I C 8 1ST SUBMITTAL: 2022.10..207
/ LOCATIONS 0
/
. I 0 00
ER / 1 - d 0 o UTILITY LEGEND 1 FOR REVIEW
o.1'Ac / 11 I 0 p 9 0 AND APPROVAL
/ / •
d f EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE
1
PREPARED FOR:
/ 1 \\ 0 0 SANITARY SANITARY I MH GU I
LABEL/ FF=/34.SO STM 102 \aL
' 'a 9
/ L �l y \0 / 0 STORM STORM
/ MEDICAL OFFICE BUILDING LABEL LABEL
4,800 SF j�/''``��
/ 11 o 01 Q l".� 9 SANITARY SEWER
/ _ � �� 4VV LATERAL JMT
/ 1' �I// W UNDERGROUND W VENTURES,LLC
/ $' WATER LINE
"' TT"'
1 D I E UNDERGROUND E
N/F _ - / ELECTRIC LINE
r CERLAL,LLC 1• — ^ /
p PIN 857114248035 I 11 IV' // ` G UNDERGROUND G
OB 1667 PG 931
GAS LINE
y ACREAGE'0.45 AC 1
340 YAON/N PLAZA
jj � OH OH
SOUTHERN PINES OVERHEADIRE
n USE OFFICE FREE LINE \ j J 1 L fSYN PREPARED BY:
UNDERGROUND
ZONING'CO - ( S T TELEPHONE LINE T
o \ I j
C� 4'SANITARY SEWER SERVICE RPZ PROP.STANDARD C&C� UNDERGROUND
PROP.B'SIDEWALK TURNDOWN, 9 0 0000�000 Fa 000000000
c"iPL.. \ SSCO7 SSC01 C CABLE LINE D
RIM=434.• SEE DETAIL ON SHEET WOO 10.7'
\ EIP RIM=43710' I RIM= STORM
_ _
Q ER 8G 4(��'- 160.00'5292602V \ INV.=429.::' FCUS lNV=430.5' _ 10000'N29'26'02-E n� /GV=43. ' 99.82'N2926017 _ 21 fI SH/,,, - - SEWER
o -M pl—, IX/ q/ WY Ow d/ p/ pl -OR— EN q/ ql d/ q/ OH —J, OH-0/ d/ dl II C M• 4, OH—[W pl --
m —W�Iy WATER METER C�J� ®'' SANITARY SEWER
CONTROL POINT SS SS
4 W�W�N�'W�»'�M W I I PROP.LOCATION OF STREET LIGHT(SEE UVG IECE O p`+ —C�C� N 514,466.7250 MAIN
I W--W-DEAL ON LIGHTING PLAN SHEET 1 OF 1) C \/ E 1,,873,,030.9970 tr HYDRANT
I-_ - C W- •�® N p `A' N N W ELT 43if 8.51 W W W
r 1'DOMESTIC WATER SERVICE DAVIS Si 60' R/YY • SANITARY •
PLAT 3>P.a 146 _ MANHOLE underfoot
55 SS SS SS SS SS SS SS SS SS SS SS SS SS SS—SS SS SS SS SS SS SS SS SS SS STORM •
O SSMH2 • JUNCTION BOX ENGINEERING
0 RIM=433.23 WM -
WATER
4INV.IN=42711' 3 0
3 ® METER 1149 EXECUTIVE CIRCLE
INe OUT=42707'
uWV VALUE CARY,NC 27511
p N N P:919.576.9733
7I - NCBESEAL ED:LS C-3847 I NCBOLA C-683
Q / 1 v TYPICAL
O ENDN `•11III'I"'/''
HEADWALL OR
Di N/F N/F 0 ENDWALL o \;:�.\\J,CARO�''•
MANGER DENTAL CONDOMINIUM MITCHUM,GERARCO c&FRANCES K CATCH O r°�FESS/0'''•/'1,';
PIN 857100341108 P/N 8571(4341358 • BASIN Z^S-
i DB 4714 PG 198 OB 559 PG 566 9�°
z 240 OARS ST ACREAGE'0.628 AC _ ° °
SOUTHERN PINES
110 TURNER ST • SANITARY - •
USE'OFFICE SOUTHERN PINES
CLEA •
N OUT 04 8
© L.
MONITORING
WELLN/A (Yy.',J'•G INE S�'
o ZONING:GB USE.VETERINARY CLUNK i •.F F:°v
LL ZONING:GBs'9 FL''.RO
O N/A TEST ,,,,„`ws2023. 14
` PIT
Lt SIIEE-:
2 ��
g UTILITY PLAN
20 10 0 20 40
(4 r•
R GRAPHIC SCALE NORTH
NAD83/NAVD88
C-400 J

M)A5 PLAN REVISIONS
MAGNIOLANGARFOENS OF g5Rp%E S EROS1. ION O GENERAL
C O�N�TRSHEOET c NOTES-I _
zo\6m SOUTHERN PINES,LTC ..0MD G090- 2. FOR TOWN OF SOUTHERN PINES EROSION CONTROL NOTES,REFER TO EROSION CONTROL DETAILS, # DATE REVISION BY
o\� PIN 857114245831 SI5E SHEET C-701,DETAILS El&E2. TOWN OF SOUTHERN PINES
DB 2749 PG 597 ER FLUSH ID' 3. A PRE-CONSTRUCTION MEETING IS REQUIRED FOR THIS PROJECT. 1 2023.03.16 JT
4. EROSION CONTROL MEASURES SHALL BE MAINTAINED DURING THE ENTIRE LIFE OF THE PROJECT. COMMENTS
\T ACREAGE S AC TOWN OF SOUTHERN PINES
L G 594 MURRAY HILL RU 5. CONTRACTOR SHALL CONDUCT GRADING OPERATIONS IN A MANNER THAT ENSURES NO 2 2023.03.30 COMMENTS JT
- ,\ SOUTHERN PINES,NC 28387 SEDIMENT IS ALLOWED OFF-SITE.IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THAT NO TOWN OF SOUTHERN PINES
USE NURSING HOME SEDIMENT IS ALLOWED OFF-SITE.IF ADDITIONAL MEASURES ARE REQUIRED,THE CONTRACTOR SHALL 3 2023.04.14 MR
ZONING:0-/ NOTIFY THE ENGINEER IMMEDIATELY TO DISCUSS DESIGN MODIFICATIONS. _ COMMENTS
\OUTSIDE TOWN OF SOUTHERN l 6. ALL STREETS ADJACENT TO AND IN FRONT OF THE PROJECT SHALL BE KEPT CLEAN AT ALL TIMES OR
PINES JURISDICTION ' 5315 A WASH STATION MAY BE REQUIRED AT THE CONTRACTOR'S EXPENSE.
\ 15 7. ALL TEMPORARY AND PERMANENT GROUND COVER SHALL BE ESTABLISHED PER THE UPDATED
NCDWQ REQUIREMENTS.IOSEE CHARTB INN THISA INSTALLED
SHEET.
CONC MON 8. TRES BE
IORTOFENCING ISSUA ICE OF AGRADNG ECTED AND BMP OUTLET STRUCTURES
0.3'AG MUST BE ON-SITE PRIOR IN THE ISSUANCE OF A GRADING PERMIT.
9. TREE PROTECTION FENCING SHALL NOT BE MOVED AND THERE SHALL BE NO ENCROACHMENT INTO
SUCH PROTECTED AREA(S)WITHOUT WRITTEN AUTHORIZATION OF THE TOWN'S ZONING
COMPLIANCE STAFF.ANV ACTIVITY(LANDSCAPING,FENCING,OR UTILITY INSTALLATION)SHOWN
__- -/ I ON THE APPROVED PLANS IN A TREE PROTECTION AREA SHALL ALSO NOT OCCUR WITHOUT
\ WRITTEN AUTHORIZATION FROM THE TOWN'S ZONING COMPLIANCE STAFF.ANY UNAUTHORIZED _ _
ENCROACHMENT OR DISTURBANCE WITHIN THE BOUNDARIES OF A TREE PROTECTION AREA SHALL
AUTOMATICALLY RESULT LA FINES AND THE REPLACEMENT OF ANY DAMAGED VEGETATION IN
ACCORDANCE WITH THE LAND DEVELOPMENT ORDINANCE.
IIII10. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS
F,/ , V COMPLETED AND THE FINAL SITE INSPECTION IS SCHEDULED PRIOR TO THE ISSUANCE OF A
EZUSH�, CERTIFICATE OF OCCUPANCY(CO).THE FENCING SHALL BE REMOVED IMMEDIATELY PRIOR TO THE 811.
" / FINAL SITE INSPECTION FOR THE SITE.
�
� 11. TOPSOIL SHALL BE STRIPPED AND STOCKPILED AND MAY BE USED FOR BERMING IN THE STREETSCAPE
/:�/ BUFFER OR PLACED IN NON STRUCTURAL FILL AREAS.
12. ANY CUT OR FILL SLOPE THAT IS 2:1 OR GREATER SHALL BE STABILIZED WITH PERMANENT SLOPE
/ DETENTION DEVICES OR A SUITABLE COMBINATION OF PLANTINGS AND RETENTION DEVICES.
N/F I SLOPES GREATER THAN 3:1 SHALL NOT BE STABILIZED WITH TURF GRASS BUT MUST BE STABILIZED WITH KNOW WHAT'S BELOW
TOWN OF SOUTHERN PINES j = VEGETATION THAT REQUIRES MINIMAL MAINTENANCE SUCH AS WEEPING LOVE GRASS.RED FESCUE
PIN 857113232733 •
OR OTHER APPROVED VARIETY. ALWAYS CALL 811
DB 1112GE'PG 343A \ 031'SS/ / 13. A.ALL RISER STRUCTURES AND BARRELS MUST BE DELIVERTHE FOLLOWING MUST OCCUR PRIOR TO THE ISSUANCE EF A D AND ONING SITEPERMIT: BEFORE YOU DIG
ACREAGE 49.63 AC 1 17 ti
350 COMMERCE AVE 1 �ty55� ` / - B.ALL TREE PROTECTION FENCING SHOWN ON THIS PROJECT WILL BE INSTALLED AND INSPECTED Ifs fast.Its free.Ifs the law.
SOUTHERN PINES I` C.THE TOWN OF FUQUAY VARINA MUST RECEIVE NOTIFICATION FROM THE ECOSYSTEM
USE'GOVERNMENT -' / a ENHANCEMENT PROGRAM OR AN APPROVED NUTRIENT OFFSET BANK INDICATING THAT A RECEIPT
ZONING:FRR-CO '' � N HAS BEEN ISSUED TO THE DEVELOPER AND THE LOCAL GOVERNMENT AND STATING THAT THE PROJECT:
/ - -� / IT
/ NITROGEN BUY DOWN HAS BEEN COMPLETED.
4. CONTRACTOR SHALL WALK THE SITE WITH THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCING
�j •
GRADING OPERATIONS TO IDENTIFY ANY TREES(IN ADDITION TO CHAMPION TREES NOTED ON
E/� _ _ - I / THESE PLANS)THAT ARE DESIRABLE TO SAVE.TREES SHALL BE MARKED AND A REASONABLE EFFORT 298 DAVIS
S.
PROP.RIPRAP DISSIPATOR(LENGTH: •
^R.USH J� •
SHALL BE MADE iO SAVE IDENTI
15. PERMANENT GROUND COVER SHALLI BEED E ESTABLISHED WITHIN 15 WORKING DAYS OR 90 CALENDAR
B'IOURET WIDTH:4'I END / DAYS,WHICHEVER IS SHORTER. STREET
WIDTH12.5'/THICKNESS I') .� I I A. CONSTRUCTION ENTRANCES SHALL BE INSTALLED SUCH THAT ANY EXISTING SIDEWALKS OR CURB
RAMPS PREVIOUSLY INSTALLED TO ADA REQUIREMENTS ARE MAINTAINED IN THAT CONDITION OR
/ / MODIFIED TO MEET ADA REQUIREMENTS,AS REQUIRED.
CONSTRUCTION
LIMITS OF DISTURBANCE __ _ - - - - DRAWINGS
CONSTRUCTION SEQUENCE ONSTRUCTIO
�� �/ I. REQUEST PRE CONSTRUCTION MEETING,
,•� `C�11, , - - 2. OBTAIN GRADING PERMIT.TREE PROTECTION FENCING MUST BE INSTALLED AND INSPECTED BY THE
\ R. .aetj4 j� J/I 1r ALA TOWN OF SOUTHERN PINES SITE INSPECTOR PRIOR A GRADING PERMIT BEING ISSUED:
;• III/
'SILT FENCE OUTLET(TYP.' 0V / F SF f N/F 3. EXISTING TIO OFPERIR CONTROL DEVICES ON SITE SHALL REMAIN UNDISTURBED DURING
1 /V.j // /J�/S IKUT°-,,, // FIRSTHEALTH OF THE CAROLINAS INSTALLATION PERIMETER CONTROL DEVICES AND WHILE SITE IS BEING BROUGHT UP TO GRADE:
1; RETAINING WALL(BY OTHERS) Aso, /f 4' OA Y- 1 X I x 0 PIN 857114249670 4. EROSION CONTROL MEASURES WILL CONSIST OF THE INSTALLATION OF SILT FENCE ROWS SPACED
1 ❑ ❑ ___D ❑ DB 7645 PG 554 20-FEET APART OR AS NECESSARY PER THE SILT FENCE CONTROL NOTES AND SPECIFICATIONS
G �SF/
TREEMIOTECTION FENCE AC
��432.0- F J.,..
•" ^N ).ALL
�� 6 • �� SOUTHERN PINES DISTUR NCEED DENOTED OAREA N ISHANECESSARLL BE DIRECTED ND HIN ITOE S S SHEET.AS SITE LS BROUGHT
OSILE FECONCE PER THESE MINIMUM NTROL ONS 1SPECIIS FICAi SPECIFICATIONS
-- 1 IJ83155 /� »��,,,, SF/,,' SF�-SF-- --r-- 0 USE
ZONINCHEALTH
GBSPA
MA UAL OUTLETS A NORTH
RE PROVIDED FOR TTHESSOE AND
URPOESEDIMENT
OF BYCONTROL
ASSNG STORM FLOWS THA NNING AND DESIGN 217,227,237
16R9 /� -4330� I / I Q EXCEED THEMANUAL'SDESIGNSTORM,ANDSHALLBEINSPECTEDANDMAINTAINEDFORTHE DAVIS STREET
_111.
/� - SF \I S ,1 Z- I DURATION OF THE PROJECT; SOUTHERN PINES,NC
5. INSTALL ALL OTHER EROSION CONTROL MEASURES AS SHOWN;
/� S/ / "' S I\, / rs•' 1 6. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON-SITE INSPECTION BY EROSION CONTROL
lar�� /f / / F 5 / 0 OFFICER,
J�/.- j 7. PROCEED WITH GRADING
/' �/� V /// / 1 \ '� �F `�A. 0 "' 8. AS SITE IS BEING BROUGHT UP TO PROPOSED GRADE,CONTINUE TO DIRECT ALL DISTURBED AREA PROJECT#: C22022
/ . Y """ �~ 1 A TOWARD SILT FENCE, DRAWN BY: JT
1/ / ••�. / /// / / y I r �� �pl ___ m REVIEWED BY: MR
/c / I 9- SEEDA DMULC SITEIMPROVEMENTS;
��/ / / // / gF / ' C5� Z 10. SEED AND MULCH DENUDED AREA PER NCDWQ STABILIZATION REQUIREMENi$(SEE TABLE THIS 1ST SUBMITTAL 2022.10.2'
;; U• �. ", SHEET): SCALE:
1 / ' I 11. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED:
/ ( 1° ( ,.I .I ILL SF I I _F ` S 12. ONCE BUILDING PAD HAS BEEN BROUGHT UP TO GRADE,RETAINING WALL HAS BEEN
FIR L -/ I 77'-, ' - CONSTRUCTED AND DISTURBED AREA HAS BEEN STABILIZED CONTRACTOR SHALL BEGIN TO FOR REVIEW
0.1'AG / \,,.I '� 1 l I sF• / �, /3F Q REMOVE EXISTING STORMWATER CONTROL MEASURE AND BEGIN INSTALLATION OF
,- - 1 - �5 I I `� �, �� _ % UNDERGROUND DETENTION SYSTEM AND APPROVAL
13. ANY AND ALL ADDITIONAL SITE DISTURBANCE SHALL CONTINUE TO BE CONTROLLED BY SILT FENCE
1 ` / 1 ', CONC SIDEWALK INSTALLED IN ACCORDANCE WITH NCDEQ AND TOSP REGULATIONS AND REQUIREMENTS.AT NO PREPARED FOR:
---"/"
/ / /\ 1�i'+' _- ILL / _ - TIME SHALL SILT FENCE BE REMOVED WHEN UPHILL AREAS ARE UNSTABILIZED,UNLESS DOWNHILL SILT
5 o IN y ,.'� F �\ \ I O• FENCE MEETS THE MINIMUM SLOPE AND AND SLOPE LENGTH PROVIDED IN THE SILT FENCE
0
/ / �1 o a/ 7' t\ I EI� DEIGN(f� 14. EQUEST FINABLAPPROVAL BV EROSIONTCONTROL OFFICER?FENCE AND SILT FENCE OUTLETS,
y 1 ® / d
Q 1 rI - / �T ' IS, REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.,� 9 jS I- /
i
,____
'is AS is �00 /LL �� VENTURES LC
- 'yr PAVED PARKING
GRIAC,LLC
--A - r/K LAG( 1 //
d PIN 857114248035 -
m
DB1667PC931 I / 1 PRO'F6EOTl'�IL. �'6i 1, /
di' ACREAGE 0.45 AC --
.T
, r
`,.q SOUTHERN PINES -•; / , 'V r PREPARED BY:
M USE OFFTCE 1 ,
/
ZONING:GB / 7R LINE N\__ 434T - ,,_-- ,,./ .�a�/ / '."r '-EA /
< --
./ \ w I /-1 ON TION ENTRANCE ✓�4 nsral
/ ,__'� \\` &55�/ sA / / �� f"�E"li f4"� 95 f`9£�E �Q�fS" 1 f"�QQQQ-_
{ SSCO / - _
, - BF RIM--;434. =i E/P R�a 10"
ER ����,, i60.00'S297602`W an9;.' . FLU, =43051' 10000 N292602E MN--43. 99.82 N2926'027 `°?' -lSH-14- DISTURBED AREA=�.5�AC
w o.3'Bc -� - - �- - - - c
-W - d W N N a- N -� M WcoON �" 4W-Nl LW
a Iw
_w w Nay _ ��`1/y-�-� �� I CONTROL POINT
.11.1811.111
o w- w�w--- I: / _-= LAG TEE M o, 0�6 N 514,466.7250 1
2 -- w w-rw wow (� E 1,873,030.9970• w w w - -c \w -( `.F' / ww w ECEV 43851 w w w EROSION CONTROL LEGEND
DA V I SiS 60' R/YY PROPOSED NOTE TYPICAL NOTE TEXT
0 - ' EDGE OF PAVEMENT
q SNHCN, RIPLACf A(
P LA 3 jP3,� 40 - -AA EXISTING MAJOR CONTOUR
g SSMH2 s xxX PROPOSED MINOR CONTOUR
SS SS SS SS SE SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS underfoot
ENGINEERING
9 RIM=433.23' -XXX- PROPOSED MAJOR CONTOUR
/67 INC IN=42712' ; N SF-SF SILT FENCE 1149 EXECUTIVE CIRCLE
INK OUT=42707'
1 LIMITS OF DISTURBANCE CARY,NC 27511
5 § TP-Ds TREE PROTECTION FENCE P:919.576.9733
/ ;:f.% k.% CONSTRUCTION ENTRANCE NCBELS C-3847 I NCBOLA C-683
-• 11 TEMPORARY BAFFLE SEALED:
• TEMPORARY DIVERSION ,``N OAR".,
2:hi N/F N/F B'I® SILT FENCE OUTLET g- Oe'%
n DANGER DENTAL CONDOMINIUM M/TCHUM,GERARCO A FRANCES K O •°°' °°•. '
P/N 857100341108 P/N 8571 J4341358 _ .f°y i
(9 DB 4714 PC 198 DB 559 PG 566 TEMPORARY ROCK CHECK DAM
240 OASIS ST ACREAGE 0.628 AC -
f SOUTHERN PINES 110 TURNER ST O INLET PROTECTION V ° 0407 8
UONIGFFICE SOUTHERN PINES TEMPORARY HORSESHOE NGINE✓ Y4\
ZONING:GO USE ZONING'
CLINIC L • F gF:°v
LLZONING:GB ROCK CHECK DAM ',.'Yq•................
SILT FENCE CONTROL STABILIZATION TIME FRAMES ` TEMPORARY WATTLE J „"'zozs.o4.v4
FOR ANY DISTURBED AREAS THAT CANNOT FEASIBLY BE DIRECTED TO EROSION CONTROL MEASURES ON
THIS PLAN BY MEANS OF DIVERSION DITCHES AND BERMS.CONTRACTOR TO INSTALL SILT FENCE IN A SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS SI TEE':
w MANNER THAT ENSURES DRAINAGE AREA IS NO GREATER THAN 1/4 ACRE PER 100 LINEAR FEET OF
s FENCE.CONTACT TO ENSURE THAT THE MAXIMUM SLOPE LENGTH BEHIND A SEDIMENT FENCE DOES NOT PERIMETER DIKES,SWALES,DITCHES, 7 DAYS NONE \
O EXCEED THE SPECIFICATIONS SHOWN IN TABLE BELOW: SLOPES EROSION CONTROL
HIGH QUALITY WATER ZONES(HQW) 7 DAYS NONE
SLOPE SLOPE LENGTH(FT) MAXIMUM AREA(SF) •
-J11 PLAN
P IF SLOPES ARE 10'OR LESS IN LENGTH 20 10 0 20 40
(_j <2% 100 10,000 SLOPES STEEPER THAN 3:1 7 DAYS AND ARE NOT STEEPER THAN 2:1,14 r
DAYS ARE ALLOWED
R 2%TO R 75 7'SW SLOPES3:1ORFLATTER 14 DAYS DAYS FOR SLOPES GREATER THAN GRAPHIC SCALE NORTH
5%TO 10% 50 5,000 50'IN LENGTH
ALL OTHER AREAS WITH SLOPES NONE,EXCEPT FOR PERIMETERS AND NAD83/NAVD88
10%i020% 25 2,500 FLATTER THAN 4:1 14 DAYS HQW ZONES
>20% 15 1,500 C-500 J

--- \ SCM NOTES PLAN REVISIONS
\ \ I. REFER TO GENERAL NOTES ON SHEET C-100. # DATE REVISION BY
\ 2. REFER TO CONSTRUCTION SEQUENCE ON SHEET C-SUS FORTIMINO OF CONVERSIONS.
_ _ „., \ QY\.\ \ 3. REFER TO C-500 FOR PHASING REQUIREMENTS. TOWN OF SOUTHERN PINES
III-_III_ \ ` 4. A PROFESSIONAL ENGINEER'S CERTIFICATION WILL BE REQUIRED AT TIME OF AS-BUILT. 1 2023.03.16 JT
alai
C \ - a \ COMMENTS
a{ CONSTRUCTION STANDARDS TOWN OF SOUTHERN PINES
2 2023.03.30 JT
FILTER FABRIC 43450 ,, S� I. ALL ASPECTS OF THE UNDERGROUND DETENTION SYSTEM SHALL BE INSTALLED ACCORDING TO TOWN OF SOUTHERN PINES
�� 3 2023.04.14 MR
4 COMMENTS
RIP-RAP DISSIPATOR MANUFACTURER SPECIFICATIONS UNLESS ALTERNATE DIRECTION HAS BEEN COORDINATED
�-a \ \ BETWEEN
THE MANUFACTURER
AAND AQUALIFIED GEOTECHICAL ENGINEER REGISTERED AS P.E.IN
y�+ �j�] or\( NORTH
III-III- 26' ` �✓�"'�-�-•^/' ' d DEPTH 2. CONTROLLED FILL,AS SPECIFIED BY THE GEOTECHNICAL ENGINEER,IN THE DAM EMBANKMENT
` II- - �../, _ ------- ISLA 100 �• SHALL BE PLACED IN 6-INCH LOOSE LAYERS(3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF
_ _ _
-III III - ' 1 \ THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE)AND SHALL BE COMPACTED
„J 8"�I III-III-III-III , TO A DENSITY OF NO LESS THAN 95%OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A
-III-III- -III-III- -III- • \ MOISTURE CONTENT OF+OR-TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN
PROFILE CURTAIN WALL DESIGN SHALL BE INCLUDED - laty ` ACCORDANCE WITH ASTM D698.
IN END-WALL DESIGN,INTERFACED WITH STM 101 V �- 3. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL
RETAINING WALL,AND DESIGNED BY OTHERS. �' '� '� .Y , MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY.SOILS WITH ORGANIC MATTER
T' i i II T., _3.551 / CONTENT EXCEEDING 5%BY WEIGHT SHALL NOT BE USED.STONES GREATER THAN 3-INCH(IN ANY
■ 10t50 _ - - 11'•00 - -
DISSI PATOR DETAIL , Q // FILL M DIRECTION)SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION.
/ \ 4. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE
NOT TO SCALE ----- -.
• / CONTENTS OUTSI DE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED
\ b// REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS.
/-� ' \ x PROP.RIPRAP DISSIPATOR 5. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A 811.
\\ 'LENGTH:8'/OUTLET WIDTH:4'/END STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT--_ 4G 4 G 432.60 6. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT
--- I \ \ WIDTH:12,5/THICKNESS:1) CONSTRUCT IONANDTHE PLACEMENT OFCONTROLLEDFILL.____
\ 7. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS
INSTALLED LEVEL AT ELEVATION 427.0 IN ADDITION TO THAT INDICATED ON THE PLANS.ALL SUCH UNDERCUTTNG SHALL BE PERFORMED
•
\ AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND
\_, , \ DOCUMENTED.IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE KNOW WHAT'S BELOW
�, \ I \ \ FREATMEIONSOIES WITH CRUS.ESUBG8N E. ALWAYS CALL 811
8. TREATMENT OF SEEPAGE AREAS,SUBGRADE PREPARATION,FOUNDATION DEWATERING AND ROCK
/�
• \ FOUNDATION PREPARATION D.E.TREATMENT WITH SLUSH GROUTING,DENTAL CONCRETE,ETC.) BEFORE YOU DIG
I I/16" 5/8" 580 LF-48"CMP __ \� \ �\ SHALL BE Y BE CLOSELYY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER.UIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER.ALL SUCH TIVITIE$ It's fast.It's free.It's the law.
II
I A
\ 9. EARTHWORK COMPACTION WITHIN 3 FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY
I UNDERGROUND I \ Q\ MEANS OF HAND TAMPERS,MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR
#3 DEFORMED a\ MINIATURE SELF-PROPELLED ROLLERS. PROJECT:
STEEL ROD DETENTION SYSTEM o1 \ \ 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED.
p S 11. ALL PIPES INTO AND OUT OF THE UNDERGROUND DETENTION SYSTEM SHALL BE 0-RING GASKETED
83/4" 11/4" (BY OTHERS) I \\ AND WATER-TIGHT.
1IOW
4,. SYSTEMSINVERT: d\\ 2SYSTEM SHALL BE WATER-iIGHT.E SEAMS AND ECONNECTIONS INTO AND OUTOFTHEUNDERGROUNDDEENTION 298 DAVIS
425_9O r \5/8' --____ NOTE:CONSTRUCTION,INCLUDING ALL FILL,SHALL BE PERFORMED UNDER THE OBSERVATION AND
j'�"� --I- X \\ TESTING OF A GEOTECHNICAL ENGINEER,REGISTERED AS A LICENSED PROFESSIONAL ENGINEER IN THESTREET
\ STATE OF THE PROJECT THE GEOTECHNICAL ENGINEER SHALL OBSERVE ALL ASPECTS OF THE
�' STM 102 a \ {' CONSTRUCTION WITH A FREQUENCY OF OBSERVATION AND TESTING SUFFICIENT FOR THE C O N S T R U CT I O N
11/4 0 �; ; ; : : :� 0 3/4 - / \ GEOTECHNICAL ENGINEER TO STATE IN THE R PROFESSIONAL OPINION,THAT THE SPECIFIC ITEMS
\ \ \ OBSERVED AND TESTED WERE INSTALLED IN DRAWINGS ANDORDANCE SPECIFICAT OITH NSTHE APPROVED CONSTRUCTION
LEA SECTION A-A \17 DRAWINGS
12' SIDE VIEW NO SCALE o \ -- ___- '---
1/T'REBAR PLAN VIEW DIMENSIONS OF STEPS MAY VARY I X I a INFILTRATION STANDARDS
8"O.C.EACH WAY • 14 2 DEPENDING ON MANHOLE WALL -
I
'- ----- ------ - - I. THIS DEVICE IS INTENDED TO ALLOW COLLECTED WATER TO INFILTRATE INTO THE SURROUNDING
NI 1/$ THICKNESS AND TYPE OF I
CONSTRUCTION. _- __"- SOIL CARE SHOULD BE TAKEN WITH FILL MATERIAL UNDER THE DIRECTION OF A LICENSED
■ - -- - ----. __ ___ ___ ___ ------ PROFESSIONAL GEOTECHNICAL ENGINEER.TO PREVENT IN-SITU MATERIAL FROM MIXING WITH
I • UNSUITABLE MATERIAL.
2. BACKFILL IN AND AROUND THE UNDERGROUND DETENTION SYSTEM SHALL UTILIZE SUITABLE
1/4" \ � STRUCTURAL MATERIAL CAPABLE OF INFILTRATING A MINIMUM OF 2'PER HOUR AND CAPABLE OF 217,227,237
1/7 REBAR 1 1/2" SUPPORTING THE PAVEMENT DESIGN PROVIDED IN THE DETAIL SHEETS.AT THE TIME OF
8"O.C.EACH WAY r P CONSTRUCTION,THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER FOR DAVIS STREET
FRONT VIEW -__ I- - ---- RECOMMENDATIONS FOR MATERIALS AND PROCEDURES ASSOCIATED WITH THIS INSTALLATION.
CONTRACTOR TO LOCATE AND TIE EXISTING 6" I SOUTHERN PINES,NC
NOTE:STEPS SHALL CONFORM TO AND BE INSTALLED PER NCDOT 840.66. / '
/ .ROOF LEADERS TO UNDERGROUND DETENTION PROJECT#: C22022
° .... -ROOF
PER MANUFACTURER'S SPECIFICATIONS. I I_ DRAWN BY: JT
PLASTIC COATED STEP - DRAWNBY: MR
NOT TO SCALE REVIEWED 10 5 0 10 20 411107�771i�,. 1ST
SUBMITTAL: 2022.10.27 NOTED
UNDERGROUND CMP DETENTION SYSTEM 111_10' GRAPHIC SCALE NORTH
FOR REVIEW
NAD83/NAVD88
AND APPROVAL
PREPARED FOR:
'O'N `HDI3lYN • ^O
SAVMHDIH 80 NOISIAIO M3NS.06- 3dId,ZL•ONH.„El 31ONIS Nod 'AO
NOIl 180dSNV81 AO VNIlOUVO H.NON 1d30 1TVMON3 313d3NO3 ISV33dd ^6D STORM SEWER PIPE SCHEDULE
DM
80 31VIS ($1fZ. Hod ONIMVNO ONVONVIS HSI'ON3 W3,Ib
E. FROM TO
FROM TO PIPE SLOPE DIAMETER
MATERIAL JMT
INV INV LENGTH (%) (IN.)
g '' U VENTURES,LLC
e ; r�r 11111
I- 7 15"RCP TO UNDERGROUND 102 UDS-IN 428.00' 427.90' 3.60' 2.78% 24" CMP
€F•0
W : C 8 ei1g P. STM-101A II I <\ STM-101B WEIR WALL DETENTION 101 100 427.80' 427.00' 16.97' 4.71% 15" RCP
££ ie$P.'�'$P. n P. I � ' 4111111kWEIR ELEV:
O 3" YD W m II • ....
n n m 24"RCP 15'RCP
j fi'a b < O W W$ m o o m^ o o m o 0 o 3 428.50 UCS-OUT 101 427.90' 427.80' 8.00' 1.25% 24' CMP
m 3 2 Fatl aJ; .8emm28288$W8P
g 'S Wdr ,LL g C� km •
� \\ // STRUCTURE INVERT:
WNa =� am�g 7,4 427.80
$ 3 A g s i o i a S• S$l t g rf' B n B B$B P.P.8 8 A 8 AST OPENING FOR NCDOT 840.03 PREPARED BY:
g d m i 4"NWL ORIFICE
IOW n W; $„ d Im 1 4.B$$I$$$418881,14184g
PLAN VIEW STM-100 WEIR WALL
(81® Wa10§w . "1 a € €1 a mmm..ammnnnn STM-101
fL55..6 '�m's CmSEB3 W� M a�^ NOT TO SCALE
o S a F i E8$s8$8$8888
99 y A O NOTES:
„§Pg f na-,-, k'm ^-11^ P.8 1. ALL STRUCTURE SEAMS AND PIPE CONNECTIONS INTO AND OUT OFSTM-100,STM-101,AND THE
m r m„ a r i 7 '6� Y<S = a o `� UNDERGROUND DETENTION SYSTEM SHALL BE WATERTIGHT.
Q n a m m m m m 2. ALL PIPES INTO AND OUT OF STM-100.STM-101,AND THE UNDERGROUND DETENTION SYSTEM SHALL BE 0-RING --
$ M ,$$n 8.8$$$ GASKETED AND WATER-TIGHT.
4 C 0 O n 3. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR REVIEW.
8 � � j558$$$$$000$$$
9, 440 440
_ oWg � ��888888888888
_ �_���$$$�$$$$$ WATERSHED DATA TABLE
3 m� m: a .6^ `•• WATERSHED: N/A HQW: YIN N underfoot
gI m= _ , , • e= ' = X.GRADE(TYP.) ••P.GRADE(TYP.) IMPERVIOUS AREA(AC) 1 YR PEAK DISCHARGE(CFS) ENGINEERING
m Illr'
CO m m m m m o
DRAINAGE BASIN ID PRE-DEV POST-DEV PRE-DEV POST-DEV 1149 EXECUTIVE CIRCLE
435 A •STAINING WALL(BY OTHERS) 435 CARP,NC 27511
N DA-1 0.280 0.560 0.004 0.002 P:919.576.9733
{I � k 224 P r m m .m m m _ 4 1
STORM CONTROL WEIR TOTAL NCBELS C-3847 NCBOLA C-683
i .O.' ^^ (SEE DETAIL ON SHEET)
i _ \ SEALED:
- 16 16.97'-15"RCP 0 4.71% IMPERVIOUS AREA(AC) 10 YR PEAK DISCHARGE(CFS) ,,u u,,,
i - NVERT AT WALL CROSSING:6 427.18 DRAINAGE BASIN ID PRE-DEV POST-DEV PRE-DEV POST-DEV 5''CA RO
_ 430 A 430 �,oFesSioti l/ -
-gW I NDWALL WITH DIOSIPATORDA-1 0.280 0.560 0.927 0.441 2 e°� 9
S6= , ' (SEE DETAIL ON SHEET) _
�`y TOTAL
'�y I 4'CMP UNDERGROUND
"a� / 3.60'-24"CMP 0 2.78%11 _ 040 68
o le CIE DETENTION(BY OTHERS) ;
~ IF 1•aul '- IMPERVIOUS AREA(AC) 100 YR PEAK DISCHARGE(CFS) ��°°°FNGINE�"(4��
LL 1 SYSTEM ELEV.:425.90 , '`tip.,
m IYYY�I� / r� = DRAINAGE BASIN ID PRE-DEV POST-DEV PRE-DEV POST-DEV ,, EL°A..RO` `
O Z ���N 8.00'-24'CMP 0 1.25%
i _.
a25 425 DA-1 0.280 0.560 4.638 6.392I 1013.04.74
tll- f0 ::::
z
W G MINIM TOTAL SHEET:
W d
oW W
E I SEE PLAN NEW FOR DISCATIONS POND DATA
✓ l SCM PLAN
DATUM ELEV POND ID ODG-1
'..4 --+ -- 420.00 TOP OF DAM ELEV. N/A
R I M",-,15 M 5< A EMERGENCY SPILLWAY ELEV. 428.50
OF 7-06 ENGLISH STANDARD DRAWING FOR -O
NOR HA CAROLINA PRECAST CONCRETE ENDWALL $W 10+00 10+50 11+00 11+50 12+00 1 YEAR WATER SURFACE ELEV. 427.07
p DEPT. OF TRANSPORTATION FOR SINGLE 12"THRU 72"PIPE -90°SKEW ^ 10 YEAR WATER SURFACE ELEV. 428.32 OO
DIVISION OF HIGHWAYS C.CO SCM OUTFACE PROFILE
RALEIGH, N.C. • I W H:1"-40' v:l„=4'
100 YEAR WATER SURFACE ELEV. 429.21
U

PLAN REVISIONS
PAVEMENT SHALL BE SAWN TO PROVIDE A CLEAN EDG. to # DATE REVISION BY
SCORED JOINT WITH BITUMINOUS JOINT SEALANT.(TIP( W W
SAWEDPAVEMENTCUTS. Z_ Z TOWN OF SOUTHERN PINES
CONCRETE PATCH PATCH SHALL BE T'BINDER COURSE OR 1 2023.03.16 JT
3,000 PSI REPLACE WITH T' 7'3,000 PSI CONCRETE PER NOTE 2 0 LL O z COMMENTS
EXISTING PAVEMENT SURFACE COURSE(TVP.( Z V'.wnl 6" s. Z TOWN OF SOUTHERN PINES-�-- Z RAo Vs.•RADIUS Z 2 2023.03.30 COMMENTS JT
giliffillt EXISTING PAVEMENT II3 E vz'Fan 6 2 w
7 MINIMUM °a - \. H H 12' H H TOWN OF PINES
�ll„1 ry III III 11 11111 `\`\\\ ��\\\\`\`\�` O O= 3 2023.04.14 MR
s'noes
'- 111-111`EI11=11="p� ,AI IIII I1=1E1-11=1' o 6.5 6 6" o
B STONE• • • • 12° DO NOT DISTURB EwLA11. .,YL1� DO NOT DISTURB m' ucrox - 2 6' - EMI'
- _d071 ryp EXISTING STONE
4• EXISTING STONE _ aANOArm z a rube a rImPR PTANOAno 2 s sP r RR W ruT1PR
oesm
MINIMUM
111 III
-
COVER _ III= =J4 MINIMUM COVER nM, SS DIM, to
IIIIE I
SHALL BE GRANULAR MATERIAL OR 11-1 1=1
1N- FLOWABLE FILL TO PREVENT SETTLEMENT 111 III- ao O' /0'ar0lu 6 18" I/2.RAMO 6' 18'
r11 (UNSUITBALE MATERIAL SHALL BE REPLACED) III111 - MAJOR ROAD Z IRA _
EH "- Q I/9 RADIUS I/e'RADIUS
12
/a
70 OCE OF rnrEUErr.... Y RAwus
11-1 -11 w
EC
III- -1 RAY R/'M 12" 12"
- _ -
smv z 6.5 7" 65 6
II II PIPE DIA.+24" "n"II-III III- 10' CD .-.. Z
PIPE DIA+24 - III LI •
�2� �-2� O
111 III I -I 1S0 7)
Z 2'0'CURB deGUTTER 2'0"SPILL CURB&GUTTER 02
811.
O CC
U Z
Lei
NOTES: 25 RADIUS U
1 a/a.MKS
1.ALL PAVEMENT CUTS SHALL BE REPAIRED WITHIN A MAXIMUM OF THREE(3)DAYS FROM THE CC I/s'NADI 9 I a KNOW WHAT'S BELOW
DATE THE CUT IS MADE. 18 POD1 :6 1/2 use/e wDlus
2.CONCRETE TRENCH CAP ON ASPHALT STREETS SHALL BE USED ONLY DURING INCLEMENT Z us a.l ALWAYS CALL 811
WEATHER WHEN ASPHALT PLANTS ARE NOT OPERATING NOTES
1. SIGHT TRIANGLES SHALL BE PROVIDED AT ALL STREET ISTEESCUTlorvs AND GHOUL 1r ' 12 BEFORE YOU DIG
3.IN ALL OPEN TRENCHES BACKFII SHALL BE COMPACTED TO 95%MAXIMUM DRY DENSITY.THE7' 7"
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING COMPACTION REQUIREMENTS BY SOILS CONTAIN NO OBSTRUCTION GREATER THAN 2'ABOVE THE GROUND. L C> L - I(s fast.Its free.It's the law.
TESTING CERTIFIED BY A LICENSED PROFESSIONAL GEOTECHNICAL ENGINEER. 2. REFERENCE THE LATEST EDITION OF AASHTO"A POUCY ON GEOMETRIC DESIGN OF I 2' 1 1-2'-.I
4.BACKFILL WITH A HIGH CLAY CONTENT,HIGH SHRINK-SELL POTENTIAL,OR HIGH MOISTURE HIGHWAYS AND STREETS"FOR ADDITIONAL REDUIREMENTS/RECOMMENDARONS. y-O'VALLEY GUTTER 2'-0"MOVNTABI E CURS a GUTTER
CONTENT THAT CANNOT MEET COMPACTION REQUIREMENTS SHALL BE DEEMED UNSUITABLE PROJECT:
AND SHALL BE REPLACED WITH SUITABLE BACKFILL MATERIAL
5.ALL PAVEMENT PATCHES SHALL PROVIDE A UNIFORM AND SMOOTH DRIVING SURFACE. r
NOT TO SCALE
STANDARD TRENCH AND PAVEMENT REPAIR SECTION DATE.00TOBER2020 DTE.00IOBER2020 298 DAVIS
NOT TO SCALE _a
La
Z STREET
Z
O a O
3w 3w CONSTRUCTION
0. 0.
4"CONCRETE WALK Vs) D�D �D DRAWINGS
W/6x6 W WM(10 GA) Flail w rn rn
Val wralalOx Javr
6"STEP OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO
OO OOO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO
TACK COAT SEE SIDEWALK DETAIL :G ESSAIN PPDPJSEO cuReeaJnrR 000000000000000000000000 O O O O
ems: OOOOOOOOOOOOOOOOOOO000000000
(APPLIED'A 0.2 L PROPOSED DONOR!,SIDEWA( 0000000000000000000000000 O OG OO O
2%MAX.SLOPE •, .'. OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOoOOO
GALLONS/S.Y.) T'ASPHALT SURFACE COURSE(59.5B( ' O O O O O O O O O O O O O O O O O O O O O O O O
DETAILS SHOWING EXPANSION JOINTS O O O O
PROPOSED PAVEMENT iP • IN CONCRETE SIDEWALK OOOOOOOOOOOOOOOOOOOOOOOO
(SEE PAVEMENT DETAIL) 1 6"COMPACTED STONE BASE(ABC) GROOVE JOINT IN SIDEWALK OOOOOOOOOOOOOOOOOOOOOOODOcmpeec OOOOOO IJ 217,227,237
I66 N o00000000000000000000000 0@ Qo Do 00 w DAVIS STREET
1p J o00000000000000000000000
=111-11 111-11 III-I
a o00000000000000000000000 o SOUTHERN PINES,NC
ill 111 1T=1T 1T=1" w w
- --I 1 --1 L=1I1=I -I I- - - -1TI-. m-Ti(-TII-TTT - < o
4"CABC 1-111�111=111=111=11-111=11-111=11=111=11=111=11-111=11-111=11-111= w PLAN VIEW "1 "1 n PROJECT4: C22022
5•• -III IIIEIIL=111 III III =1II III III=III III-III III I/0.wau
=111=III=I1'_ w NOTES: TRUNCATED DOME SPACING 0 DRAWN BY: JT
`\\ NOTES: CO NY REVIEWED BY: MR
NOTE: `COMPACTEDOMPACDE m I/A U I. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIDGID Q 1ST SUBMITTAL: 2022.10.27
(CBR OF 20,COMPACTED TO MIN 98 PERCENT Ek Z PRECAST OR EMBEDDED PRODUCT APPROVED BY THE CITY ENGINEER.RETRO FIT MATS U
I. CONCRETE TO BE 4,000 P.S.1.0 28 DAYS. MAXIMUM DRY DENSITY PER GEOTECHNICAL REPORT) DENOTED ON 2.CONSTRUCT ODOR SIDEWALK s WIDE AND a TRICK UNLESS OTHERWISE O WILL ONLY BE ALLOWED ON EXISTING RAMPS WITH PRIOR APPROVAL OF THE CITY Z SCALE: AS NOTED
U ENGINEER FOR MATERIAL TYPE AND INSTALLATION HE.RESURFACING). Z
2. WIDTH OF DETECTABLE WARNING AREA SHALL MATCH WE WIDTH OF THE RAMP.IN NO IC
r
MONOLITHIC CURB&SIDEWALK STANDARD DUTY ASPHALT PAVEMENT SECTION INTERVALS. DEEP WI ASES S LL THE wDTH DF THE w RNING ARE BE LESS T N a'
3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION 7 FOR REVIEW
3.CONSTRUCT SDEWALK WITH A DixMUM I2.00.CRI iS SLOPETcxEIEs5ID8wux AT L WIDTH.
LUOA LO JOINT
C<PANSION JOINT WILL RE REQUIRED AT 50'INTERVALS 4. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE AND APPROVAL
NOT TO SCALE NOT TO SCALE A IO.EUEHUREXPANSION JOINT WILL
REWIRED WHERE NE SSIIDSIR JOINT
Y Vx' xcmT SPrclrcr'm.a PREDOMINANT DIRECTION OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES.
RIGIDUDnR. EXPANSIONJ Hu Fl T R. TRANSVERSE EXPANSION 5. DETECTABLE WARNING AREA SHALL BE COLORED Fs 20109 RED BROWN IN ALL TRUNCATED DOME SECTION
LOCATIONS. PREPARED FOR:
sutra E THESE stINO DIUENSONs .'4' IDPESUUS N111CS 9WLL JOINT IN SIDEWALK 6. MATS ARZARD.E TO BE RIGID WITH TURN DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE
TRIP HA
45,4'MIN LANDING WITH
MAX DO IN ANY DIRECTION P/)
/oASPHALTSOBFAC ,:::TEDSTONE
•
Ek
NOT TO SCALE CY NOT TO SGLE
BASE(ABC) a DATE:ocToeER zozO DATE acTORER zozO
:SLOPE. °SLQPJ= �, JMT
w 121MAX._; M 21AX., VENTURES,LLC
0
z
22222 BACKFILL TO TOP SOFEED
CURB, CD d o0000 .a ° GRADE SMOOTH,SEED AND O
MULCH Z
•
Y • 000°o°o°0ee 4'MBN o2.2222 DGE OF CURB ° Turning iPerfo'Mu$M"e Analysis IY102010 3w
-III-11 III-11 III-11 III-11 III-11 Il 11 III-11 III-11 III E O TOP OF CURB FRAME AND GRATE o x
❑ -COMPACTED SUBG1 RADE� TRUNCATED DOME PATTERN WITH HOOD D E 111 11�111 1 E 1 1111I �I I-�___ _-_
-IIIIII=1 _ O
us
\-COMPA NOTES: 11 N..., PAVEMENT
(CBE OF 20,COMPACTED TO MIN 98 PERCENT ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA -"-firms � =% "
MAXIMUM DRY DENSITY PER GEOTECHNICAL REPORT) ACCESSIBLE GUIDELINES. Eli El PREPARED BY:
"� r�-^-- Btalh Cramp ADg1Y 45.00• 11-111E1-l�MMa�p�
a Axle Tract 82.92 in. =11 0I0I
HEAVY DUTY ASPHALT PAVEMENT SECTION ADA ACCESSIBLE RAMP (TYPE 2) Wheeler L: 4.68in ■• ■
NOT TO SCALE NOT TO SCALE LSBsnY uler Dept f Tread Width: 17.40 in. ■ -' ALL STEPS IN MANHOLE SHALL BE
V1e Tea POLYPRO"GRADE
PLASTIC,REINFORCED
`-'. FOR EASE OF INSTALLATION,THIS HEAVY DUTY SECTION MAY BE 4 .al OBsn Lhasu Overlaeng. m . m WITH 1/2'GRADE 60 REINFORCEMENT.
USED FOR ALL ASPHALT PAVING AREAS. Wheel Additimd Bumper Depth: 1900 in. ■ l MANHOLE STEPS C 1 6"O.C. IF DEPTH
N rx.:s...am! RRBO WJM Pram Overhang 87.99 in. ■ 'LE G
Cramp Angle IS MORE THAN J'.
m T WI�Ihme: 259.00 in. w
K / _ VARIES . 2-2 ■ 8"SOLID CONCRETE BRICK OR PRECAST O --
(SEE PLANS)
C@kwf@tT urn: M Radii: Z
SE I .., ■ �. CONCRETE BOX -
I♦STORM DRAIN LINE STORM DRAIN LINE
/ Inside Turn: 2DL 6i � Z
K ' r „ Curb to Curb: Mt 104
❑o 1 6 Wall to Wall: 410.St E - m
K
mom
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i Aerial Application Eetim
i'2oF Leo A. I i °% , .. a ENGINEERING
s T =y W1 1m) o HEMS SR0000Rw4PemB OH BOO.BR BOB RN 000 035.30.
00 00 rOxe o� Tlun radius M1 0H Fierce JILR 17506 N a-^
< g INSTALL PRECAST ENOWALLS WITH WINOS AND PAY oogsi1
I""e`r.""'@R'r` 1 r, 'r .a (149 EXECUTIVE CIRCLE
❑ Iu '1 �I I 0 I pI I1=1I1-1 I1-=1,IPI I1=1-I-1I I1-1I-1 i' CARY,NC 27511
VI* tooBOB • 15 ri.. l 1 cell--
��o • RM:xS m o� ` 1P:919.576.9733
/" '�� goNg COMPACTED suacRAOE 6'3000 PSI CONCRETE PAD w/#a NCBELS C-3847 NCBOLA C-683
i D MMMM MMMM • PLACE L ABUIFT x ACCORDANCE WITH
( REBAR®12'O.C.E.W.
AIM WITH SOIN MIN.CLEARANCE.
o .�. a IIMMMM MMMMII x2 xz OSHA STAND rp� rw NOTE: SEALED:
U z MMMM MMMMI PIPE TO eE rvJTeO INTO xEAnvAu AT JOa SITE ev ?I o 1 1 NCDOT STD.#840.01#840.02 MASONRY OR CONCRETE INLET BOXES
a IIMMMM MMMMII x1 x1 CONTRACTOR 1 IUIIu II
AS LOWS AS THE SAME AREA OF STEEL IS PROVIDED.
IMMMO HIM g cmpmema MIMES Description tg NMMMM MMMMII RATE.acroBER zozo AWN CA Rp�,„
0 �_, am 11111 WAFER ALL CORNERS zsnn D HAVE A RADIUS of zsm•
Fool Axle 00(96/051:0849 ARE.PROBE AIIm.,Caltko$TAK-L 50"NE [him 22.M1X1 BA Impvel C55/,°
n \ Front W heels 00191611 Wheel,PTA,Alum Alas,22.50"x 1225'(425/17&4) O.• Off,•,
2,o.TVP.I 1i Front Tires 0052978 Tires.Goodyear.425/6502250 20 ply G286 head Z°2 9•
i 'iocGi ni 1 1 von EAR BMT Chassis 0054967 ArmW"XT Chassis AerialyTankern Tandem 48K 1Big Block)
•
0"0; Foe DN ROOD x BARB E OBnOx J O Front Bumper 0012245 Bu per,I9"extended-all chassis' _
,i m i ELEVATION SIDE 19 rx0ReAae TRTS 0WR wzE n9 ILLDE0. LL 6 m Aerial Device 0120995 Aerial,105 Hew/Dutyladhr = 40 68
m>cn<i z Niles --". (X°•FNG IN0, �v`:
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ENDWALL DIMENSIONS p g may highly specialized rptimmx
0 3.y~ _ W2Iml _ W Adult!Inside Angle be slam IIII III `2013.04.74
i 0 Z Non MINIMUM YIN./YN(. MIN./MAX. YIN./MAIL. YIN./MIOI. MIN./YAX. p F
- 0 Z NINE DIA. BAR SIZE MOM x2(Im) 0(AC) W1 BOB 0 W Cob lo Curb mrnine radius calculated for a9.00iiIihlxmb
wo m p _ 900 N18 0 200 980/810 810/1146 3B0/636 016/11/3 1876/1830 O V¢ SHEET:
p a 375 N18 0 200 380/810 915/1146 380/a10 1085/1143 19B0/2066 S r
55, 3 m I 1 450 M16 0 200 380/810 915/1295 460/785 1085/1149 1900/2055 V
T 900 BIB @ 2m 465/790 1220I1450 695/786 1220I1286 2288/2616
g m o 4,,,,y,..,
\ 760 M18 @ 200 780/1085 1220I1030_810/916 1370/1878 3060/3606 ~73
IA SITE DETAILS
��\V 900 g.ORB 0 200 215/1085 1525/1830_840/916 1800/1755 3505/3580 0 m
O IA y y 1050 118 0 200 990/1370 1830/2055 990/1070 1830/2055 3065/4040 .ly
'4 o r PUNT 1200 M18 0 200 1085/1370 1980/2135 990/1070 1980/2066 3980/4040 G y
iZi 1350 MRS 0 200 1220/1525 1980/2590 990/1220 2135/2820 4115/4800
F 1500 NIB @ 200 1370/1525 2135/2590 990/1220 2210/2820 4180/4800 IA
1650 ORE @ 200 1370/1525 2290/2590 990/1220 2210/2820 4285/4000
1600 MIS @ 200 1370/1525 2290/2690 990/1220 2382/2820 4496/6106 Page 1 C(2
cNThis ote:drawing is dimensioned in
millimeters unless otherwise C-700
SHEET838.80 depleted Within the drawing. 838.80
x J

PLAN REVISIONS
# DATE REVISION BY
1 2023.03.16 TOWN OF SOUTHERN PINES JT
COMMENTS
2 2023.03.30 TOWN OF SOUTHERN PINES JT
TO CUSTOMER TO CUSTOMER VI LA N COMMENTS
W PROPERTY LINE W W TOWN OF SOUTHERN PINES
Z Z Z 3 2023.04.14 COMMENTS MR
W O- =W ELECT.SERVICE HEATED FIBERGLASS ENCLOSURE, Iv_d
- -
O 5' 0 AND GFI BY INSTALL AS PER MANUFACTURER'S 0
Z . Z ELECT.CONTRACTOR REQUIREMENTS. SEE SPECIFICATIONS. Z
W Z METAL FENCE W ELECT.SERVICE AND/OR HEAT TAPE,INSTALL 02
0 :ACKFLOW ASSEMBLY CI :ACKFLOW ASSEMBLY O= POST PAINTED BLUE O= HEATER SEE NOTE 3 - AND CFI BY AS PER MANUFACTURER'S O=
~ METER BOX CAST IRON OR PLASTIC) ~ ELECT,CONTRACTOR REQUIREMENTS, ~1
METER ( GV ICI I I cv
(INSTALLED BY TOWN &CAST IRON LID(WITH 2 1/8"READER 0 RPDA „'����®��������®�®�����®������� 0
R/W - - - R R/W - - - R UI ) POD ACCESS) ,1�.11 (III " REDUCED PRESSURE UI
o b Z ASSE APPROVED Ih IIL .i 111 BALL \AS
POTABLE © © POTABLE © © O CHECK VALVE #IF2II =� IIalI% VALVE
WATER IRRIGATOR METER WATERGRADE BALL
METER METER IRRIGATOR METER ¢ �\ VALVE
18"MIN. 18'MIN. CD
1� _ _�lui.i J1.;� w
SIZED APPROPRIATELY FOR �_ III-III— �� III-III III J 1 32 MINX I '
Iypl gell 8"MIN. _III 30"Max. I
mCOMBINED SERVICE POTABLE WATER MAIN = • -1I1H11- III- • , 2" '
POTABLE WATER MAIN - 1 - F. LOCK WING wt, . n-®AI✓� �f-n N
ALTERNATE 2 - ANGLE BALL VALVEa PLUG-CONNECTED UI ���o
ALTERNATE 1 z T • HEATER CABLE a
U W (SEE SPEC,BY G. Z
TO CUSTOMER TO CUSTOMER Q I.1 1-■- BRASS ADAPTER FOR ; + PROVIDE SLEEVE C) `11 0
Z FOR 3/4"USE 3/4"TYPE"K" i COMPRESSION CONNECTION > FOR RISERS THRU 0
-2 8z COPPER TUBING TO PROPERTY LINE ,� 111,11 rn b I7� Ile CONE SLAB w
F.
cG FOR i' USE 1" CTS POLY WATER 1
Z SERVICE PIPE TO PROPERTY LINE ��
BRASS ADAPTER FOR RISERS SHALL BE Ld
> KNOW WHAT'S BELOW
O COMPRESSION CONNECTOR 4"-8"BACKFLOW PREVENTER RIDGID COPPER PIPE W ALWAYS CALL 811
=ACKFLOW ASSEMBLY BACKFLOW ASSEMBLY O a 3/4"-2"BACKFLOW PREVENTER BEFORE YOU DIG
El 18"MIN. IEI� I I Q NOTES: �+
CC
OO It's fast.It's free.It's the law.
w W 1,.CTS POLY. I. 4"-8"REDUCED PRESSURE DETECTOR ASSEMBLY(RPDA) tL
RIB R R o R WATER SERVICE PIPE "*r SHALL BE FEBCO MODEL 825Yp OR APPROVED EQUAL. y
— — — — — 2 FOR 3/4"USE VBHH72-7W-11-33 2. 4"-8"REDUCED PRESSURE ASSEMBLY(RPA) 0 PROJECT:
FOR 1"USE SETT 74-7W-11-44 (Of y 00
POTABLE POTABLE Q FORD METER SETTER 7 MULLER i BALL CORPORATE STOP SHALL BE FEBCO MODEL 880V OR APPROVED EQUAL. 00
<
METER ®WATER IJUMBORMETER BOX OR METER METER © LOCKABLE VALVE U WATER MAIN 3. 3/4"-2"REDUCED PRESSURE ASSEMBLY(RPA)
WITHIN 2'OF METER 0_ SHALL BE FEBCO MODEL 825Y OR APPROVED EQUAL 298 DAVIS
4. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
SIZED APPROPRIATELY FOR SIZED APPROPRIATELY FOR NOTE SADDLE OF BACKFLOW PREEN.<VALVES,ENCLOSURE,ETC.
COMBINED SERVICE COMBINED SERVICE METERS TO BE INSTALLED AFTER 5. HEATER AND POWER CORD BY G.C..,SEE SPECIFICATIONS " STREET
POTABLE WATER MAIN POTABLE WATER MAIN N TESTING.METER SHALL BE PROVIDED INSTALL PER MANUFACTURES INSTRUCTIONS
BY THE TOWN AND INSTALLED BY
NOT TO SCALE ALTERNATE 3 THE TOWN. 6. RPZ TO BE USC APPROVED.
DAM OCTOBER 2020 ALTERNATE 4(SEPTIC) DATE.OCTOBER 2020 DATE.OCTOBER 2020 CONSTRUCTION
DRAWINGS
217,227,237
PAVEMENT OPTION Z MUST BE 2"BELOW GRADE NOTFG. Z Z DAVIS STREET
MUST BE 2"BELOW GRADE W d \ \• THE FULL LENGTH OF WE SERVICE DITCH W ' COMPACTED BACK FILL W d SOUTHERN PINES,NC
O WI// BE COMPACTED IN 6"LAYERS MITI MECHANICAL TAMP O (MAX 8"LIFTS) O
Z /'.\\. III : II
al I all,Ill Z w _ = -_ Z VW', )Y9✓3i 'I i i� �iTI�, z
CLEANOUT IN PVMT 3 W MIN.TRENCH WIDTH P COMPACTED BACK FILL ( 3 W
O= SHALL BE INSTALL.° O= (MAX 8"LIFTS) O=
1-I- STD VALVE BOX I F G PIPE D.D.+12" G PROJECT#: C22022
= INSIDE A VALVE BOX = �. UNDISTURBED UNDISTURBED 952 COMPACTION IN ~~
4'DIAMETER CONCRETE O WITH SEWER OR STORM O Q ',, TRENCH WALL TRENCH WALL MIN.TRENCH WIDTH TRAFFIC =O DRAWN D JT
COLLAR 6"THICK VI COVER AS APPLICABLE. UI �^ V, LOAD-BEARING 3'MIN. V) REVIEWED BY: MR
4. • 4 PIPE O.D.+12" F* AREAS
IST SUBMITTAL: 2022.10.27
PROPERTY ASPHALT PAVEMENT INSTALLATION 4 4 COMPACTOR N
ARREAS.EAS. SCALE: AS NOTED
/LINE '4 4 NON IC
r�
ROAD R.O.W i
12" "ROUND SLOTTED CAST IRON, B" ' W FOR REVIEW
BRASS OR CROME GRATE W �, INITIAL a CROWN OF PIPE D
CLEAN OUT W/POPPER TOP W CAST IRON FERRULE WITH FLUSH WITH FINISHED GRADE INCREASER _ O , 'V,
eacKFIu T o AND APPROVAL
(STORM SEWER) CLEANOUT Z Z
PLUG U COUNTERSUNK,BRONZE PLUG WYE \i QQ SPRING 41 G EMBEDMENT 4 • AB-_ q
5 (SANITARY SEWER) FINISHED GRADE BRANCH W LIN COF O MATERIAL /' HAUNCHING J PREPARED FOR:
4"D.I.OR 2 FINISHED ` CC
/ /'/ LINE , U PIPE -�' HAUNCHING U
PVC PIPE ■ ro GRADE ro InLd �/d /l%\/%/�\�. �'11KO
W 6"MINIMUM G'::. BEDDING 4"BEDDING W
y����" o A JA MINx DM cJ
IIII-III-III-III-III-III ` W CLEANOUT SHALL BE L::::70:::,FIA„Il
ON > ✓Y Y/S T/� �✓ Y VV�r y V�' 5
BRANCH LINE,UPSTREATTING. LA
w w SPECIAL BEDDING STANDARD BEDDING W
CONC COLLAR
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4"CAST IRON PIPE OR PSpE SIZES)Y PL W W J MT
J 1/16"OR 1/8"BEND Q SOR-35 SCH.40(ONE W W
n Z : CONTINUOUS PIECE) MAIN LINE 0 . VENTURES,LLC
MIN.GRADE 2.0X
S >-
NOTF U
w = Q 1.EMBEDMENT MATERIAL MUST BE CLASS I(NO 67 OR NO.78M WASHED STONE IS TYPICALLY USED). Q
w III III�II_'I_�" _
o Z 2.EMBEDMENT MATERIAL SHALL BE COMPACTED TO A MINIMUM 95R STANDARD PROCTOR DENSITY FOR CLASS I Z
5 FOR HOUSE PLUMING SEE UTILITY PLAN FOR PLAN VIEW AT FITTINGS Vl MATERIAL N
ENCASEMENT PIPE FOR 10'ORII MIN.GRADE i R SIZE AND MATERIAL
r SEWER CONNECTION 3.COMPACTED BACK FILL MUST BE INSTALLED IN 8"LIFTS AND COMPACTED TO 95%STANDARD PROCTOR IN
y • GREATER TRAFFIC AREAS AND 859 IN NON-TRAFFIC AREAS
] EXISTING • 4'wrE
MAIN WHEN SEWER CLEAN OUT IS IN PAVEMENT ♦ 4.STANDARD BEDDING SHALL BE UTILIZED FOR ALL CASES WHERE TRENCH BOTTOMS ARE UNSTABLE DUE TO SOIL PREPARED BY:
d TAPPING SADDLE OR IN-LINE W. TYPE,OR MOISTURE CONDITIONS.
00 IT MUST BE INSTALLED INSIDE A VALVE
/ BARREL OF PIPE i0 REST ON
"� BOX WITH COVER LABELLED"SEWER". CQ UNDISTURBED SOIL COMBINATION LONG TURN 0 5.ALL SANITARY SEWER LINES SHALL BE DESIGNED WITH A DEPTH 10'OR LESS LINES DEEPER THAN 10'SHALL
(y PATTERN Y ANO I/8"BEND
0 BE RENEWED ON A CASE BY CASE BASIS.
:,1 0A7E:OCTOBER 2020 DA7E:OCTOBER 2020 DATE:OCTOBER 2020
NO7 TO SCALE NOT TO SCALE NOT 70 SCALE
.11.11111111111
Fi
underfoot
ENGINEERING
1149 EXECUTIVE CIRCLE
CARY,NC 27511
P:919.576.9733
NCBELS C-3847 I NCBOLA C-683
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UTILITY DETAILS
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C-701 J

PLAN REVISIONS aN
4 DATE REVISION BY
1 2023.03.16 TOWN OF SOUTHERN PINES JT
COMMENTS
VI 00 VI 2 2023.03.30 TOWN OF SOUTHERN PINES JT
EROSION CONTROL CONSTRUCTION SEQUENCE(REVISE AS NECESSARY TO ADDRESS SITE SPECIFIC ISSUES) LLI 0 DJ COMMENTS
Z TEMPORARY SEEDING RECOMMENDATION for FALL(TO BE FOLLOWED BY PERMANENT FALL SEED MIX) Z Z TOWN OF SOUTHERN PINES
1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE. 8 d Lid LA d 3 2023.04.14 MR
2, INSTALL TEMPORARY EROSION CONTROL MEASURES AT LOCATORS SHOWN ON PLAN. O O COMMENTS
3. CALL FOR ON-SITE INSPECTION BY TOWN OF SOUTHERN PINES CONSTRUCTION INSPECTOR. Z SPECIES RATE(LB/ACRE) Z NOTES k MAINTENANCE
4. HATE GRUBBING AND TOPSOIL STRIPPING OF THE SITE. Z AUG.15-DEC.15 WINTER RYE(GRAIN)120 Z
0_ K 1. ETRANCE(5)SHALL FI LOCATED TO PROVIDE MAXIMUM BY ALL CONSTRUCTION VEHICLES. Z K
5. AS CONSTRUCTION PROGRESSES,REMOVE SILT AND SEDIMENT BUILDUPS AT ALL MEASURES TO MAINTAIN ADEQUATE EROSION CONTROL. 0 W 0 W 2, TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED. 0 W
6. WITHIN 7 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING AND ON SLOPES GREATER THAN 3:1, GROUND COVER SHALL BE 0 S SOIL AMENDMENTS 0 S 3, MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD 0 S
PROVIDED ON EXPOSED SLOPES AND PERMANENT GROUND COVER SHALL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS I-I- APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE and 1,000 LB/ACRE 10-10-10 FETILZER OR FOLLOW RECOMMENDED SOIL TESTS. H 15 ONTO STREETS.PERIODIC TOP DRESSING WITH 2"STONE WILL BE NECESSARY.CONTRACTOR SHALL ~o
FOLLOWING COMPLETION OF CONSTRUCTOR OR DEVELOPMENT. 0 MULCH O 4. MAINTAIN AS NECESSARY. WO
J. CONTINUE WITH FINE GRADING OF SITE. U1 APPLY 4,000 LBMATERIAL WHICH STLL MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY.
8. WHEN CONSTRUCTION ACTIVITIES ARE COMPLETE AND ALL SOIL AREAS STABILIZED,CALL FOR ON-SITE INSPECTION BY TOWN OF SOUTHERN PINES /ACRE GRAIN STRAW OR EQUIVALENT COVER. V) 5. FREQUENT CHECKS OF THE ENTRANCE(Sj AND TIMELY MAINTENANCE SHALL BE PROVIDED. Al
CONSTRUCTION INSPECTOR. ANCHOR STRAW BY ROVING,NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE OF 400 GAL/ACRE, 6. NOTES ARE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
9. IF SITE IS APPROVED,REMOVE TEMPORARY EROSION CONTROL MEASURES AS DIRECTED,SEED, FERTILIZE AND MULCH RESULTING DISTURBED
AREAS.CLEAR ALL DEBRIS AND SEDIMENT ACCUMULATION. ESTABLISH PERMANENT STABILIZING VEGETATION DURING THE APPROPRIATE TIME OF MAINTENANCE
YEAR. REPAIR AND RE-FERTILIZE DAMAGED AREAS IMMEDATELY.TOPDRE55 WITH 50 LB/ACRE OF NITROGEN IN MARCH.IF IT IS NECESSARY TO EXTEND
10.UPON ESTABUSHED AND STABILIZED VEGETATION,CALL FOR FINAL INSPECTION BY TOWN OF SOUTHERN PINES CONSTRUCTION INSPECTOR. 0 TEMPORARY COVER BEYOND JUNE 15,OVERSEE°WITH 50 LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
SEED BED PREPARATION Q TEMPORARY SEEDING RECOMMENDATION for LATE WINTER and EARLY SPRING(TO BE FOLLOWED BY PERMANENT FALL SEED MIX) W J
lil I- 100'MIN. Q
1. RIP THE ENTIRE AREA TO TO 6 INCH DEPTH. SPECIES RATE WLB/ACRE) 0
2, REMOVE ALL LOOSE ROCK,ROOTS.AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. Z Z L
3, APPLY AGRICULTURAL LIME,FERTILIZER AND SUPERPHOSPHATE N ACCORDANCE WITH"SEEDING SCHEDULE AND MIX WITH SOIL. W DEC.t-APR.t5 INTER RYE(GRAIN)120 p
ANNUAL KOBE LESPEDEZA50
0
4. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED,FIRM REASONABLY UNIFORM UNFORM SEED BED IS PREPARED 4 TO 6 INCHES DEEP. W OMIT LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE.
LLI
5. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTPACK AFTER SEEDING. SEED ON SOIL Z e; 0
ACCORDING TO'SEEDING SCHEDULE". 1-1-1W AMENDMENTS p 20'OR WIDER Z
fi. MULCH IN ACCORDANCE WITH"SEEDING SCHEDULE'IMMEDIATELY AFTER SEEDING, V) W e OF PROPOSED Q 811.
0 APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE and 750 LB/ACRE 10-10-10 FERTILIZE OR FOLLOW RECOMMENDATIONS OF SOIL e>2"-3'MIN. COARSE STREET OR 0_
7. INSPECT ALL SEEDING FOR COMPLIANCE WITH THE REQUIREMENTS OF THE"SEEDING SCHEDULE'.MAKE NECESSARY REPAIRS AND RESEED WITHIN p TESTS. In EXISTING • AGGREGATE CLASS F
THE PLANTING SEASON,IF POSSIBLE,OR THE DAMAGED AREA SHALL BE REESTABLISHED FOLLOWING THE ORIGINAL LIME,FERTILIZER AND SEEDING Z Z ROADWAY 8 e, 'A'RIP RAP) WHICHEVERI IS
REQUIREMENTS, Q 0 MULCH GREATER.
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER. 0
SEEDING SCHEDULE OJ E ANCHOR STRAW BY ROVING,NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE OF 400 GAL/ACRE. . Z
NOTE: CC L. MAINTENANCE Z �/ - - - o KNOW WHAT'S BELOW
TEMPORARY SEED MIX SHALL BE USED FOR ALL AREAS EXPOSED GREATER THAN ONE WEEK AND SUBJECT TO FURTHER DISTURBANCE. Z VI RE-FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.RESEED,RE-FERILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. 00 o e a U ALWAYS CALL 811
PERMANENT SEED MIX SHALL BE CHECKED FOR ADEQUACY ON JULY 15. O PERMANENT SPRING SEED MIX Z T BEFORE YOU DIG
la/..1
AN ADEQUATE COVER SHALL HAVE 50 SPRIGS OF BERMUDA OR SERICEA LESPEDEZA PER ONE SQUARE FOOT. SPECIES RATE(LB/ACRE) O ~
Z MARCH 1-JULY 1 COMMON BERMUDA 30 VT Z IYS fast.IYS free.Ifs the law.
TEMPORARY SEEDING RECOMMENDATION for SUMMER(TO BE FOLLOWED BY PERMANENT FALL SEED MIX) 2 SERE.LESPEDEZA 30
NEW CONSTRUCTION
SPECIES RATE(LB/ACRE) 0 PERMANENT SPRING SEED MIX EXISTING BR'MIN 15'MIN
APR.15-AUG.15 GERMAN MILLET 40 SPECIES RATE(LB/ACRE) ROADWAY A PROJECT:
SOIL AMENDMENTS SEPT.1-NOV.1 COMMON BERMUDA 30
SERICAPPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE and 750 LB/ACRE 10-10-10 FERTILIZER L
IZER OR FOLLOW RECOMMENDATIONS OF SOIL LESPEDEZA(UNSCARIFIED)30
TESTS. OBE LESPEDEZA 10 oae°a
a.aea a e. eeo o oeo.
MULCH WATER 1. -1 1 _ 298 DAVIS
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER. MINIMUM OF 1 INCH OF RAINFALL A WEEK OF NOT SUPPLIED NATURALLY,CONTRACTOR SHALL SUPPLY THE REMAINING AMOUNT UNTIL GROUND ».- -
PNCHOR STRAW BY ROVING,NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE OF 400 GAL/ACRE. w COVER HAS BEEN ESTABLISHED. N e LU STREET
LL) CROSS SFf.TION li
MAINTENANCE NOT TO SCALE
RE-FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.RESEED,RE-FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. DATE.OCTOBER 2020
CONSTRUCTION
_ DRAWINGS
w NOTES ANT MAINTENANCE. w w
' �� � tW Z 1. MINIMUM LENGTH,WIDTH AND STONE DIAMETER Z B'Max Z
:. . . 57 STONE 0 CC TO BE DETERMINED BY DESIGN CRITERIA. 0 H .-I 0
1 �l
'�• �� Z Z 2. INSPECT RIPRAP OUTLET AFTER EVERY RAINFALL Z K II Z 00
A ' A W EVENT TO SEE IF ANY EROSION AROUND OR _ LENGTH W 4 4 W
1 0= BELOW THE RIPRAP HAS TAKEN PLACE,OR IF 0= III MIN.12I/2 GA. 0= 217,227,237
�• �1 STONES HAVE BEEN DISLODGED. IMMEDIATELY y Ill,lllllli III INTERMEDIATE ~j
ti HH AIM
Let
INLET 0 MAKE ALL NEEDED REPAIRS TO PREVENT '_• • 411
:; 1 ON LINE WIRES 4 ■■■■■■■P. _ WIRES o DAVIS STREET
FURTHER DAMAGE. M
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��• 00 ti�� ®m�� �> - GRADE
MIIP. v II A RCP FEs • 1`m u ��� CO
SOUTHERN PINES,NC
�•• .' �•, :'��-•� ea•��-. Q I Y PROJECT 4: C22022
� - � , :.�.�.6.�.�.�. W 0_ F DRAWN BY: JT
O e Q REVIEWED BY: MR
27
RIPEN_ PLAN w • • • •'• • •' 3 d a NOTED
1, FRAMES AND GRATES TO REMAIN OFF INLET LLI
p �u� �Y FRONT NEW T4 SCALE:1ST SUBMITTAL 2 AS NOTED
STRUCTURES WHILE INLET PROTECTION IS IN .• i .• .• .
PUCE. �� NOTES k MAINTENANCE- iEEL POST 0 FOR REVIEW
2. INSPECT AND MAINTAIN DEVICE ARER EVERY Z RCP PIPE p 1. INSPECT SEDIMENT FENCES AT LUSTLLI6'STEEL„T,.POSTS(TYP) 0 ` �. f�' f� ^� ONCE A WEEK AND AFTER EACH RAINFALL. NOTE.
IF IT CLOGSS W/SEDIMENT AND CLEEAR THE ONE U •�` IMMEDIATELY. WOVEN WIRE FABRIC DRAINAGE AREAUSE SILT EDOESY NOT
LL
MAKE ANY REQUIRED REPAIRS J AND APPROVAL
MESH WIRE OF ANY DEBRIS OR OTHER W �� 0 II
OBJECTS TO PROVIDE ADEQUATE FLOW FOR 0 RIP-RAP � 0 2. SHOULD THE FABRIC OF A SEDIMENT EXCEED 1/4 ACRE AND
SUBSEQUENT RAINS. WIRE MESH - 19 GAGE, 0 SIZE AS REQUIRED FENCE COLLAPSE,TEAR,DECOMPOSE OR SILT FENCE FABRIC NEVER IN AREAS OF 0 PREPARED FOR:
1�4 OPENINGS Ce > BECOME INEFFECTIVE.REPLACE T CONCENTRATED FLOW.
PROMPTLY. Fn
}
REMOVE SEDIMENT DEPOSITS AS T
4'MAX F PIPE OUTLETo d 3 NECESSARY TO PROVIDE ADEQUATE EXCAVATE FOR STORAGE VOLUME FOR THE NEXT RAIN GRADE SLOPE 0
SEDIMENT CAPTURE Z AND REDUCE PRESSURE ON TE FENCE. 0-
SEDIMENT
TAKE CARE TO AVOID UNDERMINING THE
(SEE PLAN FOR d FENCE DURING CLEANOUi. (
N Y DIMENSIONS) K 4. REMOVE ALL FENCING MATERIALS AND ro ILK 8"MIN.COVER F
2. ?'Z ip UNSTABLE SEDIMENT DEPOSITS AND BRING III OVER SKIRT. JMT
FLOW THE AREA TO GRADE AND STABILIZE IT .m, III
1 AFTER THE CONTRIBUTING DRAINAGE AREA ANCHOR SKIRT AS
O VENTURES,LLC
'L 1 6" ' 1 HAS BEEN PROPERLY STABILIZED,
5. REMOVE SEDIMENT DEEPER THAN 12'. i
DIRECTED BY ENGINEER
6. FOR REPAIR OF SILT FENCE FAILURES,
W 6 USE No.57 WASHED STONE, FOR
ANCHOR WHEN SILT FENCE IS PROTECTING MIN,
CATCH BASIN.
m NON-WOVEN GEOSYNTHETIC Lr,
i SECTION A-A LJ FILTER FABRIC UNDERLINER LL SIDE VIEW LLI
NOT TO SCALE
pan DATE.OLTOBFR zozo NOT TO SCALE
DATE:0cT0BEx 2020 NOT TO SCALE
DATE.OCTOBER 2020
PREPARED
0
gi N
W
Z
01
pr51D SILT FENCE POST- ?W --
Q I
I
rPOST(TW)
0
o - - - ¢,, = underfoot
A " “ ,` "� W ENGINEERING
NOTES k MANTENANCF J
1, INSTALL SILT FENCE PER STD,SILT FENCE DEAL. 0 1149 EXECUTIVE CIRCLE
O 2. INSPECT REINFORCED SILT FENCE OUTLETS AT LEAST ELEVATION
ONCE A WEEK AND AFTER EACH RAINFALL MAKE W CARY,NC 27511
ANY
g 3. REMOVEOSEURENTUIRED PDEPOSLTSAIRS EAS NECESSARY TO z P:919.5I NCB3
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT NOTCH AND FOLD Lu
NCBELS C-3847 NCBOLA C-683
U RAIN AND TO ENSURE STONE FILTER IS FUNCTIONING FABRIC OVER STEEL POST
PROPERLY. HORIZONTAL POST J
U 4. LOCATE REINFORCED OUTLET AT LOW POINTS OF SILT SEALED:
FENCE. (7)�i 5. REMOVE RIP RAP STONE CAREFULLY AND ENSURE WOVEN WIRE FABRIC `,IIIIIIII,,,
tg tg SILT FENCE IS NOT TORN. REPLACE ANY TORN Si •`N CA R '•.
SECTIONS. HORIZONTAL POST , • O
n /'I'S-I'_- SILT FENCE FABRIC TO Q�,•OFE$$/�•;/ '• �
1A17
FLOWS �� CLA55'B'RIP - -
RAP(TYP) W
O 8'X07 WASHED \, - •°° °
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SECTION I-
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O SCALE
DAE aTae6,aa - EROSION CONTROL
g DETAILS
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C-702 J

PLAN REVISIONS
# DATE REVISION BY
1 2023.03.16 TOWN OF SOUTHERN PINES JT
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCGO1COMMENTS
ONSITE CONCRETE WASHOUT TOWN oOMME TS PINES
CONSTRUCTION GENERAL PERMIT STRUCTURE WITH LINER 2 2023.03.30 COMMENTS JT
�� N- TOWN OF SOUTHERN PINES
^.I 3 2.2o4.14 MR
Implementing the details and specifications on this plan sheet will result in the construction activity being ,A w° OR STARES
coMMENTs
LN
considered compliant with the Ground Stabilization and Materials Handling sections of the NCGO1 Construction EQUIPMENT AND VEHICLE MAINTENANCE 0\v v/0/o�"'P1 °pL�"' 0 0^=^^0/ Lam,
> v/ > 11 SIDE SLOPE
General Permit(Sections E and F,respectively). The permittee shall comply with the Erosion and Sediment 1. Maintain vehicles and equipment toprevent discharge of fluids. 0> <d SILT`E"" ° °N 1 ' <0> <0>� u
g > < go, o� 0 0 ,,
)
Control plan approved by the delegated authority having jurisdiction.All details and specifications shown on this 2. Provide drip pans under any stored equipment. 0/A 0\0 - 0i n n�0IJ,
sheet may not apply depending on site conditions and the delegated authority having jurisdiction. 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the project. A-A /v V ✓01,
4. Collect all spent fluids,store in separate containers and properly dispose as hazardous waste(recycle `,s„°�N,Ow.) x
aMxN . _RRW 50°5ET0 00 Tux) SECTION A-A °N sr Mx IN FELD
when possible). w� Nu LOWER',DEMAND NNT� N . sN s�Nx« s1
SECTION E:GROUND STABILIZATION ICI WAS Ns o T c�av`N�xi µLT ACrTO
5. Remove leaking vehicles and construction equipment from service until the problem has been corrected. OF TIE N,NMANTAINED WHEN UT DRUGMO "°°.1 BELO `° I WASHOUT
PROVOE ADEQUATE HOLDING MINIMUM' FREEBOARD, A
Required Ground Stabilization Timeframes 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products to a recycling or ern W.SEWAGE NOTING°x,°T
Nam sews 811.
disposal center that handles these materials. eye
Stabilize within this
Site Area Description many calendar days Timeframe variations BELOW GRADE WASHOUT STRUCTURE SCALE Heave GRADE wHO
nT.CL STRUCTURE
after ceasing land N ° KNOW WHAT'S BELOW
disturbance
ALWAYS A
BEFORE YOU DIG
LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE Ifs fast.Its free.Ifs the law.
(a) Perimeter dikes,swales, 7 None
1. Never bury or burn waste. Place litter and debris in approved waste containers. PROJECT:
ditches,and perimeter slopes 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash receptacle)on site to
b) High Quality Water(HQW) contain construction and domestic wastes.
7
None 298 DAVIS
Zones 3. Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other
alternatives are reasonably available. STREET
If slopes are 10'or less in length and are
4. Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas and
c) Slopes steeper than 3:1 7 not steeper than 2:1,14 days are
allowed does not drain directly to a storm drain,stream or wetland. CONSTRUCTION
- 5. Cover waste containers at the end of each workday and before storm events or provide secondary DRAWINGS
CONCRETE WASHOUTS
containment. Repair or replace damaged waste containers.
-7 days for slopes greater than 50'in length and 6. Anchor all lightweight items in waste containers during times of high winds. 1. Do not discharge concrete or cement slurry from the site.
with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow. 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local and state solid waste
d) Slopes 3:1 to 4:1 14 -7 days forperimeter dikes,swales,ditches, regulations and at an approved facility.
Y 8. Dispose waste off-site at an approved disposal facility.
slopes and HQW Zones 3. Manage washout from mortar mixers in accordance with the above item and in addition place the mixer
perimeterp 9. On business days,clean up and dispose of waste in designated waste containers. 217,227,237
-10 days for Falls Lake Watershed and associated materials on impervious barrier and within lot perimeter silt fence. DAVIS STREET
- 4. Install temporary concrete washouts per local requirements,where applicable. If an alternate method or SOUTHERN PINES,NC
-7 days for perimeter dikes,swales,ditches, product is to be used,contact your approval authority for review and approval. If local standard details are no-
perimeter slopes and HQW Zones
(e) Areas with slopes flatter available,use one of the two types of temporary concrete washouts provided on this detail.
14 -10 days for Falls Lake Watershed unless there is zero PAINT AND OTHER LIQUID WASTE PROJECT#: C22022
than 4:1 y 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater DRAWN BY: JT
slope 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. REVIEWED BY: MR
accumulated within the washout may not be pumped into or discharged to the storm drain system or receiving 1ST SUBMITTAL: 2022.10.27
- 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other SCALE: AS NOTED
alternatives are reasonably available. surface waters. Liquid waste must be pumped out and removed from project.
Note:After thepermanent cessation of construction activities,anyareas with temporary ground stabilization shall 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that FOR REVIEW
P Y 3. Contain liquid wastes in a controlled area. AND APPROVAL
be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days 4. Containment must be labeled,sized and placed appropriately for the needs of site. no other alternatives are reasonably available. At a minimum,install protection of storm drain inlet(s)closest
after the last land disturbing activity.Temporary ground stabilization shall be maintained in a manner to render 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from construction sites. to the washout which could receive spills or overflow. PREPARED FOR:
the surface stable against accelerated erosion until permanent ground stabilization is achieved. 7. Locate washouts in an easily accessible area,on level ground and install a stone entrance pad in front of
the washout. Additional controls may be required by the approving authority.
GROUND STABILIZATION SPECIFICATION 8. Install at least one sign directing concrete trucks to the washout within the project limits. Post signage on
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table the washout itself to identify this location. JMT
below: 9. Remove leavings from the washout when at approximately 75%capacity to limit overflow events. VENTURES,LLC
° PORTABLE TOILETS
Temporary Stabilization Permanent Stabilization Replace the tarp,sand bags or other temporary structural components when no longer functional. When
-- 1. Install portable toilets on level ground,at least 50 feet away from storm drains,streams or wetlands unless utilizing alternative or proprietary products,follow manufacturer's instructions.
•Temporary grass seed covered with straw or • Permanent grass seed covered with straw or there is no alternative reasonablyavailable. If 50 foot offset is not attainable,provide relocation ofportable
other mulches and tackifiers other mulches and tackifiers 10. At the completion of the concrete work,remove remaining leavings and dispose of in an approved
toilet behind silt fence or place on a gravel pad and surround with sand bags. disposal facility. Fill pit,if applicable,and stabilize any disturbance caused by removal of washout.
• Hydroseeding •Geotextile fabrics such as permanent soil
2. Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas.• Rolled erosion control products with or reinforcement matting 3. Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary PREPARED BY:
rl without temporary grass seed • Hydroseeding waste hauler to remove leaking portable toilets and replace with properly operating unit.
•Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered
• Plastic sheeting with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion HERBICIDES,PESTICIDES AND RODENTICIDES --
w •Structural methods such as concrete,asphalt or 1. Store and apply herbicides,pesticides and rodenticides in accordance with label restrictions.
w retaining walls EARTHEN STOCKPILE MANAGEMENT 2. Store herbicides,pesticides and rodenticides in their original containers with the label,which lists
o • Rolled erosion control products with grass seed 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 50 feet away from directions for use,ingredients and first aid steps in case of accidental poisoning.
5 storm drain inlets,sediment basins,perimeter sediment controls and surface waters unless it can be shown no 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is possible or where they underfoot
other alternatives are reasonably available. may spill or leak into wells,stormwater drains,ground water or surface water. If a spill occurs,clean area
o 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the ENGINEERING
immediately.
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS toe of stockpile. 4. Do not stockpile these materials onsite. 1149 EXECUTIVE CIRCLE
p CARY,NC 27511
p 1. Select flocculants that are appropriate for the soils being exposed during construction,selecting from the 3. Provide stable stone access point when feasible. P:919.576.9733
u NC DWR List of Approved PAMS/Flocculants
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan NCBELS C-3847 I NCBOLA C-683
8 2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. and any additional requirements. Soil stabilization is defined as vegetative,physical or chemical coverage HAZARDOUS AND TOXIC WASTE SEALED:
3. Applyflocculants at the concentrations specified in the NC DWR List ofApprovedtechniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control needs. 1 0,,
i p PAMS/Flocculants and in 1. Create designated hazardous waste collection areas on-site. NUJ CA RO %
accordance with the manufacturer's instructions. 2. Place hazardous waste containers under cover or in secondary containment. O�.oee..... �iti
u 4. Provide ponding area for containment of treated Stormwater before discharging offsite. 2
3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
< 5. Store flocculants in leak-proof containers that are kept under storm-resistant cover or surrounded by = a 40768
° secondarycontainment structures. -..- % e ER:°•v;
d „ 6,.NGINE.........:OS,
"'2013 Of.14
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C-703

PLAN REVISIONS
# DATE REVISION BY
1 2023.03.16 TOWN OCOMMF SOUTHEENTSRN PINES .IT
2 2023.03.30 TOWN OCOMMF SOUTHEENTSRN PINES JT
F
PART III PART III PART III 3 2023.04.14 TOWN OOMMENTSN PINES MR
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING
Self-inspections are required during normal business hours in accordance with the table below. When adverse 1. E&SC Plan Documentation 1. Occurrences that must be reported
weather or site conditions would cause the safety of the inspection personnel to be in jeopardy,the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences:
may be delayed until the next business day on which it is safe to perform the inspection. In addition,when a approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland.
storm event of equal to or greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall The following items pertaining to the E&SC plan shall be documented in the manner
be performed upon the commencement of the next business day. Any time when inspections were delayed shall described: (b) Oil spills if:
be noted in the Inspection Record. • They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours, 811°
Item to Document Documentation Requirements They cause sheen on surface waters(regardless of volume),or
• They are within 100 feet of surface waters(regardless of volume). KNOW WHAT'S BELOW
Frequency (a) Each E&SC Measure has been installed Initial and date each E&SC Measure on a copy ALWAYS CALL 811
Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC Plan or complete,date BEFORE YOU DIG
business hours) (a) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Ifs fast.It's free.ItS the law.
locations,dimensions and relative elevations and sign an inspection report that lists each
(1)Rain gauge Daily Daily rainfall amounts. Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA(Ref:40 CFR 302.4)or
maintained in If no daily rain gauge observations are made during weekend or shown on the approved E&SC Plan. E&SC Measure shown on the approved E&SC G.S.143-215.85. PROJECT:
good working holiday periods, and no individual-day rainfall information is Plan. This documentation is required upon the (b) Anticipated bypasses and unanticipated bypasses.
order available,record the cumulative rain measurement for those un- initial installation of the E&SC Measures or if 298 DAVIS
attended days (and this will determine if a site inspection is the E&SC Measures are modified after initial
needed). Days on which no rainfall occurred shall be recorded as (c) Noncompliance with the conditions of this permit that may endanger health or the environment.
installation. STREET
"zero." The permittee may use another rain-monitoring device
approved by the Division. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC 2. Reporting Timeframes and Other Requirements CONSTRUCTION
(2) E&SC At least once per 1. Identification of the measures inspected, Plan or complete,date and sign an inspection
Measures 7 calendar days 2. Date and time of the inspection, After a permittee becomes aware of an occurrence that must be reported,he shall contact the appropriate
report to indicate completion of the DRAWINGS
and within 24 3. Name of the person performing the inspection, Division regional office within the timeframes and in accordance with the other requirements listed below.
hours of a rain 4. Indication of whether the measures were operating construction phase. Occurrences outside normal business hours may also be reported to the Division's Emergency Response personnel
event>1.0 inch in properly, (c) Ground cover is located and installed Initial and date a copy of the approved E&SC at(800)662-7956,[phone] or(919)733-3300.
24 hours 5. Description of maintenance needs for the measure, in accordance with the approved E&SC Plan or complete,date and sign an inspection
6. Description,evidence,and date of corrective actions taken. Plan. report to indicate compliance with approved
(3)Stormwater At least once per 1. Identification of the discharge outfalls inspected, 217,227,237
discharge 7 calendar days 2. Date and time of the inspection, ground cover specifications.
DAVIS STREET
outfalls(SDOs) and within 24 3. Name of the person performing the inspection, (d) The maintenance and repair Complete,date and sign an inspection report. SOUTHERN PINES,NC
hours of a rain 4. Evidence of indicators of stormwater pollution such as oil requirements for all E&SC Measures
event>1.0 inch in sheen,floating or suspended solids or discoloration, have been performed.
24 hours 5. Indication of visible sediment leaving the site, _ PROJECT#: C22022
6. Description,evidence,and date of corrective actions taken. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC DRAWN DY: R
REVIEWED BY: MR
(4)Perimeter of At least once per If visible sedimentation is found outside site limits,then a record to E&SC Measures. Plan or complete,date and sign an inspection 1ST SUBMITTAL. 2022.10.27
site 7 calendar days of the following shall be made: SCALE. AS NOTED
report to indicate the completion of the
and within 24 1. Actions taken to clean up or stabilize the sediment that has left corrective action. FOR REVIEW
hours of a rain the site limits, Occurrence Reporting Timeframes(After Discovery)and Other Requirements AND APPROVAL
event>1.0 inch in 2. Description,evidence,and date of corrective actions taken,and (a)Visible sediment • Within 24 hours,an oral or electronic notification.
24 hours 3. An explanation as to the actions taken to control future deposition in a • Within 7 calendar days,a report that contains a description of the PREPARED FOR:
releases.
(5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a 2.Additional Documentation stream or wetland sediment and actions taken to address the cause of the deposition.
wetlands onsite 7 calendar days stream has visible increased turbidity from the construction Division staff may waive the requirement for a written report on a
In addition to the E&SC Plan documents above,the following items shall be kept on the site
or offsite and within 24 activity,then a record of the following shall be made: case-by-case basis.
and available for agency inspectors at all times during normal business hours,unless the
(where hours of a rain 1. Description,evidence and date of corrective actions taken,and • If the stream is named on the NC 303(d)list as impaired for sediment- JMT
accessible) event>1.0 inch in 2. Records of the required reports to the appropriate Division Division provides a site-specific exemption based on unique site conditions that make this related causes,the permittee may be required to perform additional VENTURES,LLC
24 hours Regional Office per Part III,Section C,Item(2)(a)of this permit requirement notpractical:
q monitoring,inspections or apply more stringent practices if staff
_ of this permit. _
(6)Ground After each phase 1. The phase of grading(installation of perimeter E&SC determine that additional requirements are needed to assure compliance
3 stabilization of grading measures,clearing and grubbing,installation of storm (a) This general permit as well as the certificate of coverage,after it is received. _ with the federal or state impaired-waters conditions. _
measures drainage facilities,completion of all land-disturbing (b)Oil spills and • Within 24 hours,an oral or electronic notification. The notification
' activity,construction or redevelopment,permanent (b) Records of inspections made during the previous 30 days.The permittee shall record the required release of shall include information about the date,time,nature,volume and
ground cover). hazardous location of the spill PREPARED BY:
observations on the Inspection Record Form provided by the Division or a similar inspection form that p� or release.
2. Documentation that the required ground stabilization includes all the required elements.Use of electronically-available records in lieu of the required paper substances per Item
• measures have been provided within the required
timeframe or an assurance that they will be provided as copies will be allowed if shown to provide equal access and utility as the hard-copy records. 1(b)-(c)above
soon as possible. (c)Anticipated • A report at least ten days before the date of the bypass,if possible.
0
(c) All data used to complete the Notice of Intent and older inspection records shall be maintained for a period bypasses[40 CFR The report shall include an evaluation of the anticipated quality and
122.41(m)(3)] effect of the bypass.
g NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request . [40 CFR 122.41]
LL (d)Unanticipated • Within 24 hours,an oral or electronic notification.
bypasses[40 CFR • Within 7 calendar days,a report that includes an evaluation of the
o PART II,SECTION G,ITEM(4) 122.41(m)(3)] quality and effect of the bypass.
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT (e)Noncompliance • Within 24 hoursF. ,an oral or electronic notification. underfoot
O with the conditions • Within 7 calendar days,a report that contains a description of the
o Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out unless this is infeasible. of this permit that noncompliance,and its causes;the period of noncompliance, ENGINEERING
The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have mayendanger 1149 EXECUTIVE CIRCLE
g including exact dates and times,and if the noncompliance has not
o been met: health or the been corrected,the anticipated time noncompliance is expected to CARP,NC 27511
p P P P P:919.576.9733
3 (a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur.The non-surface withdrawal
environment[40 continue;and steps taken or planned to reduce,eliminate,and NCBELS C-3847 I NCBOLA C-683
° shall not commence until the E&SC plan authority has approved these items, CFR 122.41(1)(7)] prevent reoccurrence of the noncompliance.[40 CFR 122.41(I)(6). SEALEDri'
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, • Division staff may waive the requirement for a written report on a `"""'0,„
tg (c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include case-by-case basis. \'e•SN CA ROB
Oe.E;4ssio•..
properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems, "f=
(d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above, -
8 (e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and �e 0 768
9 I (f) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. -�O °'NOINE�-S4v
o ,y'9 EL A.RO
``'2013 01.11
Et NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 SIIEE
g NCGO1 (2 OF 2)
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C-704

0055----- PLAN REVISIONS aN
z�\gym MAGNIOLA GARDENS OF OOP%E 5 LANDSCAPE PLANTING NOTES
f RN I. SEE SHEET C-100 FOR GENERAL NOTES. # DATE REVISION BY
SOUTHERN PINES,LIE 0451 GORE 2. ALL TECHNICAL SPECIFICATIONS AND GENERAL CONDITIONS APPLY.ALL GENERAL NOTES AND
oo\q PIN 857114245831 51pE GENERAL CONSTRUCTION NOTES APPLY, TOWN OF SOUTHERN PINES
OB 2749 PG 597 ER FLUSH 114 1 2023.03.16 JT
3. THE CONTRACTOR IS RESPONSIBLE FOR ALL QUANTITY TAKE-OFFS AND VERIFICATION OF MATERIALS COMMENTS
C.
ACREAGE 5 AC AS SHOWN ON THESE PLANS AND IN WRITTEN SPECIFICATIONS.THE CONTRACTOR SHALL NOTIFY TOWN OF SOUTHERN PINES
;G 594 MURRAY HILL RD THE OWNER AND THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO FINAL BIDDING 2 2023.03.30 COMMENTS MR
' ,\ SOUTHERN PINES,NC 28387 OR INSTALLATION. TOWN OF SOUTHER PINES
USE NURSING HOME 4. THE CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING AND PROPOSED UNDERGROUND 3 2023.04.14 COMMENTS MP
ZONING.'0-I UTILITIES PRIOR TO THE INSTALLATION OF ANY PLANT MATERIAL. -
\OUTSIDE TOWN OF SOUTHERN 5V 5. ALL LANDSCAPE MATERIALS SHALL CONFORM TO THE ACCEPTED STANDARDS ESTABLISHED BY THE
PINES JURISDICTION /gyp 3O 5 AMERICAN ASSOCIATION OF NURSERYMEN,INCLUDING THE AMERICAN STANDARD FOR NURSERY
STOCK
760.1)
\ /11551 6. PRIOR TM THE IALEND EACH WORKINGDAY,THE RED CONTRACTOROLS; SH PRPPERLY LY ANDL
ALL
CONE MON /J��,// PLANT MATERIAL THAT HAS BEEN PLACED INA PREPARED HOLES;AND PROPERLY WATER AND MULCH
03'AG / ALL PREPARED GROUNDCOVER,PERENNIAL AND ANNUAL BEDS.
7. ALL TREES AND SHRUBS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING
INSTALLATION.
8. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED BY HAND PRIOR TO
---- "/ I PLACEMENT AND BACK FILLING WITH PREPARED SOILS.HAND TOOLS ARE NOT TO BE USED TO
SCARIFY ROOT BALLS, - -
��� 9. ALL ROPE AND WRAPPING TWINE SHALL BE CUT AND REMOVED FROM AROUND THE UPPER PARTS
I OF THE ROOT BALL.METAL BASKET WIRES AND BURLAP SHALL BE PULLED BACK AND TUCKED UNDER
/ THE EDGES OF THE SAUCER RINGS ON ALL TREES AND LARGE SHRUBS.ALL SYNTHETIC BURLAP SHALL
1 BE REMOVED FROM PLANT BALLS PRIOR TO BACKFILLING.10. ALL PLANTING AREAS SHALL BE EDGED WITH SMOOTH,CONTINUOUS CURVES.PINE STRAW MULCH,
iUSH/ - IF SPECIFIED,SHALL BE ROLLED AND TUCKED ALONG PLANT BED EDGE.
/ � 11. ALL PLANT MATERIAL SHALL BE PLANTED AT HEIGHTS AS ILLUSTRATED IN THE PLANT LIST.
>`/�, 12. TREE STAKING AND GUYING.IF NECESSARY.SHALL BE PERFORMED WITHIN A WEEK OF PLANTING.
- =/ THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL TREE STAKING
MATERIAL AFTER THE FIRST FULL GROWING SEASON OR ONE YEAR,WHICH EVER COMES FIRST.
•
13. B&B AS LISTED UNDER"ROOT'IN THE PLANT LIST INDICATES BALLED AND BURLAPPED.
N/F 14. ALL PLANT BEDS AND RAISED SAUCER RINGS SHALL BE GRADED TO PROVIDE ADEQUATE DRAINAGE KNOW WHAT'S BELOW
TOWN OF SOUTHERN PINES j / �� AND SHALL BE MULCHED AS SPECIFIED.
•PIN 857113237733 \ //5.1/1'/� ,i 15. ALL MATERIALS,PLANTING AND LANDSCAPE WORK SHALL CONFORM TO THE LOCAL OR COUNTY ALWAYS CALL 811
DB 1112 PG 343 ,O/ 5 �/ NO JURISDICTIONAL AUTHORITY'S STANDARD SPECIFICATIONS AND DETAILS. BEFORE YOU DIG
ACREAGE 49.63 AC 1 f1O ` �, 16. TREE PROTECTION FENCE SHALL BE INSTALLED,INSPECTED AND APPROVED PRIOR TO THE ISSUANCE
350 COMMERCE AVE I .�y755O ' ., `-- --- / ,., OF ANY GRADING OR OTHER PERMITS. It's fast.It's free.It's the law.
SOUTHERN PINES 117. IF ANY DISCREPANCIES OCCUR BETWEEN PLANT COUNTS SHOWN IN THE PLAN AND THE
USE GOVERNMENT ' / 1,6 LANDSCAPE SCHEDULE,THE PLANT COUNTS ON THE PLAN SHALL DICTATE.
ZONING.'FRR-CO 18. TREE PROTECTION FENCE IS SHOWN TO ENSURE THAT TREES OUTSIDE OF THE LIMITS OF DISTURBANCE, PROJECT:
_ / I ti INCLUDING OFF-SITE AREAS AND AREAS WITHIN THE 10'BUFFER,ARE UNDISTURBED.UNDISTURBED
/ / T AREAS OUTSIDE OF THE LIMITS OF DISTURBANCE AND OUTSIDE THE 10'BUFFER ARE SUFFICIENT FOR
_ I THE PRESERVATION CREDITS NECESSARY TO ACCOUNT FOR UNVEGETATED AREAS INSIDE THE
EI�FLUSH / BUFFER SHOWN.REFER TO SHEET C-TOO FOR TREE PROTECTION FENCE"--- • / DETAIL.
19. REQUIREMENTS FOR PLANTS AT TIME OF MATURITY SHALL BE THE SOLE RESPONSIBILITY OF THE 298 DAVIS
PROP.RIP80UTRAP SET WDTH
ATOR 4NEND40 N / OWNER.
WIDTH 125l THICKNC-SS:1J STREET
•
%dsc ®�"�"��� •
CONSTRUCTION
ER � _
/ - ""d LIMITS OFDIBTURBANCEipbe; ` VUAP METER EIRIMETER- -- --- HATCH LEGEND
7 •
WAP DRAWINGS
F/R HEAL 857114249670 F THE 0L1N4S
RETAINING WALL OTHERS) M 1� d I- d'd�p 4� I' ST PIN
;' • O O T O O O' ❑ •• El ❑ 46.6' OB 2645 PG 554
TREE PROTECTION FENCE �� �� bC�� s. �', ! C ACREAGE 1.45 A .
_ - `- 205 DAU/S ST ....
_ ,55^fl /, '-`�' I p SOUTHERN P/NES 217,227,237
'1TO31 /� /'i '.L,,' r
USE
ZON/NCHEALTH
:GBSPA
TREE SHADE RADIUS SO XANGLESIGHT 10 XANGLESIGHT DAVIS STREET
PROP.FENCE 91 /� - - 0O TRIANGLE TRIANGLE
PROP.HVAC PADS(2), '�-� I/� ��.J' 3Ir --�"' •
J SOUTHERN PINES,NC
�� ✓����'Vik �I® VUA PERIMETER OIAI 1 STORY MOORE COUNTY
' "uaxa�rum�� I11l '
aor COMMERCIAL 1
/ . �- .. _ L, 4y, NEW VUA:B,/44 SF 0
�° " QQ-O ann.7 SYSTEM• I'll ' SHADED AREA:3,1354F(48.8%TOTAL) N PROJECT#: C22022
` _ T1Q p A DRAWN BY: MP
J1
' -� 's �' __ REVIEWED BY: MR
/ - PROP TRASH BI W.UU' '%/�11� (",A = 1ST SUBMITTAL 2022.10.27
LOCATIONS C • ' C SCALE:
il
EAR '® G1 - °�® -- =' FOR REVIEW
orA 1 _ c f? 0 AND APPROVAL
......
,//\ ) ° CONC.SIDEWALK PREPARED FOR:
/ � ��i � / ®6 �����Ae p fig
0' 9
/ 1 a MEDICAL OFFICE BUILDING /�
7"" i 4,800 SF O � S4 \ - Q
i �� C A JMT
/ / 5 - J / 12 PAVED PARKING'I \\ VENTURES,LLC
el
/ N/F / -----
GERLAL,LLC - / - 7
PIN 857114248035 e. __
L.9 OB 1667 PG 931 �� Igo /
.¢., ACREAGE 045 AC 170 STREET TREE YARD EXCLUDING
17 VUa PERIMETER / '.'4 / 4't DRIVEWAYS AND TRAFFIC VISIBILITY ZONES
y� 340 YAON/N PLAZA `, / - ILVO y� ,�®
SOUTHERN PINES O O O O �� _ 4 / ; PREPARED BY:
USE OFFICE 6 TREE LINE "'EEEXXXYYN
h ZONING:GB LINA / � �O -e- I Y,e / /
/ ' RVI RP2 , IDA O .019 t:L j �� LANDSCAPE COMPLIANCE CHART•snN•nav:w=wrnRVI L^ Al / I�
r i 0
m \ 7 usH / E �fQflAo YCs�9 fC+�C� Ef�fSySQ1 II
J �20 1'
ER -7�0.00„__- '02W - ��� „ ' ...... _ ' SOUTHERN PINES,NC
p 0.3'BC `• -� -W: IFT - G � 99.82'N797601'f 1 2 ��SH_E N�514,466.7250
'W W 4 4 :9
- WATER IS` • SA - - "G pi
® ay SECTION IONS
W ETER pl ON-ON �Gy�,l/y/�s�I �'
ow ce,
ON
__ // �• Lzt'v 4.i@.5�970 PERIMETER REQUIREMENTS CALCULATIONS
.11.1111111.
-
O W� / � � 1 I W- ` "-"" ,,,'ram a -G W W 10 REAR PERIMETER BUFF ( -FFR- ) 10 NATURAL BUFFER
W W�� ER GB CD
kiir
- EDGE OF PAVEMENT 0-
DAVIS S 60' R/W • N W W W W
Y 0 DOMESTIC WATER SERVICE J
PLAT 3eP� 146 TREES,UNLESS TO STREET YARD*-170LF: underfoot
3 OVERHEAD POWER LINES,SHALL BE 6SMALL TREES..
55 55 5555 55 55 55 I 55 SS 55 55 55 55 SS 55 SS 55 55 SS 55 55 55 55 SS 55 PLANTED AT THE RATE OF ONE(I)
O I STREET YARDS TWO-INCH CALIPER TREE PER 30 FEET OF ENGINEERING
PROPERTY LINE ABUTTING A PUBLIC STREET
i EXCLUDING DRIVEWAY AND TRAFFIC
45 DO NOT PRUNE LEADER.PRUNE OR CUT ONLY ()4 CARP,NC 27CIRCLE
DEAD OR UNHEALTHY BRANCHES VISIBILITY ZONES. 9 EXECUTIVE
511
PERIMETER-1 LARGE TREE PER 30 FEET,1 PERIMETER-87 LF:
PROVIDE STAKING IF SPECIFIED.WRHIF BROAD STRAP
ISA EVERGREEN SHRUB SHALL BE PLANTED PER 3 LARGE TREES""*
PROVIDED, ALL W LEXIBLRY IN TR PS OR 3 FEET. 29 SHRUBS NCBELS C-3847 NCBOLA C-683
U FLEXIBLE TRUNK
TUBING.ALLOW PROVIDE
IN STRAPS TO
p � DEVELOP TRUNKTAPER.PROVIDE TURN BUCKLE AND VEHICLE USE AREAS INTERNAL-1 LARGE TREE SHALL BE INTERNAL VUA-6,444 SF: SEALED:
9 PRUNE TO REMOVE DEAD OR BROKEN BRANCHES. / WARNING FLAGS.REMOVE ALL STAKING AND
t PLANTED PER 250 SF,1 SMALL TREE SHALL 4 LARGE TREES ,
i/ ACCESSORIES WITHIN ONE YEAR FROM PLANTING. `„rr
�`+ NTAINSOILLEVELAi OALLIGHRYHIGHER ` BE PLANTED PER 125 SF,I EVERGREEN 8SMALL TREES ��""
" ° O THAN EXISRNG GRADE,TO ALLOW POE �/�„ SHRUB SHALL BE PLANTED PER 35 SF 28 SHRUBS •SN CAR; 0/',
SETTLEMENT - - /
LANDSCAPE SCHEDULE HIGHER
FARE SHALL BE P GRADE
GRADE.NO PER 4.3.3.D,STREET TREES WITHIN 25'OF DAVIS STREETCOUNTED TOWARDS INTERNAL PARKING LOT Oe°ANDS C9p
PINE STRAW OR HARDWOOD MULCH AS SPECIFIED HIGHER THAN 2"ABOVE GRADE,AND NEVER
* LANDSCAPE _ °7
PLANTED 13"-4"DEPTHI.DO NOT PLACE MULCH IN DIRECT BELOW GRADE REMOVE EXCESS SOIL TO EXPOSE * PER4.3.3.B.2,STREET TREES SHALL BE SELECTED FROM THE LIST OF LARGE TREES OR WHERE POWER Y•
- _ ATGRADE.TREE SHALL BESET LINES ARE LOCATED,SMALL TREES INCLUDED IN SECTION 4.3.9
KEY QTY. BOTANICAL NAME COMMON NAME CONT. PLANTED SIZE REMARKS MATURITY W CONTACT WITH TRUNK. _ THE ROOT FLARE x-z _
LL Leader FINISHED GRADE I/ _ • O:
CAL. aG '...,.. ^
4uu a FORM CONTINUOUS 4"HIGH SAUCER __.: Ir- FLARE AND DO *'" TREES PROVIDED FOR PERIMETER COUNTED WITHIN TREES PROVIDED FOR INTERNAL PARKING LOT = j, ?•°
CANOPY TREES
.= PLUMB
O LANDSCAPING. • 1•°
Fall,Cenhol o�'+/ MULCH DEPTH 3".KEEP MULCH 3"FROM ROOT %�0°°.�9a L7o;.°f`���
U AROG 4 Acerrabram'October Glory October Glory Red Maple 2.5'CAL B+B 12-14'Hi MIN.CROWN 30' NOT CONTACT STEM Ay •• S
G SUBTOTAL: 4 q El A;RO�,�
r'�L f;� HIGH QUALITY SOIL MIX AS SPECIFIED
r"�10.73.04.f4
z
u ROOT MASS-REMOVE CONTAINER AND LOOSEN r WATER SAUCER SHALL BE NO MORE THAN 3"
UNDERSTORY(REFS ROOTS OF POTBOUND PLANTS BY SCORING OR I� ABOVE GRADE SI TEE-:
PULLING.
Cent
LINA 9 Lagerstroemiaaintlica xgfaarie'aNatcHeY Natchez
Witchhozel
EU 2"CAL B+E &10'Hi Fall,3-5 canes N/A \ WATER AND TAMP TO REMOVE AIR POCKETS. / •nr,�•..,��-�•"I%` COMPLETELY REMOVE TOP HALF OF BURLAP. >\\
W Full,LeadNIA
er
'1
Leatler SOIL MIX,SEE SPECIFICATIONS FOR DETAILS _
G ( LACING AND WIRE BASKET AND DISCARD FROM
UNDISTURBED SOIL,IF SOIL HAS BEEN DISTURBED, 11s /I/r, HOLE ` LANDSCAPE PLAN
R SUBTOTAL: 12 TAMP SOIL FOR FIRM BASE UNDER ROOT BALL. fI/f ROOT BALL SHALL BE PLACED DIRECTLY ON
20 10 0 20 40
PROVIDE DRAINAGE AS NECESSARY. \, t _ r COMPACTED SUBGRADE.HANDLE TREE BY THE
.,11lii i- , ROOT BALL ONLY, ill
iy NOTES: GRAPHIC iZi SHRUBS I, ALL TECHNICAL SPECIFICATIONS AND GENERAL CONDITIONS APPLY, 3x ROOTBALL DIAMETER' GRAPHIC SCALE NORTH
MIN.36"HEIGHT 2. REMOVE ALL TAGS,TWINE OR OTHER NON-BIODEGRADABLE MATERIALS ATTACHED TO PLANT OR ROOT MASS. I I
ILVO 69 Ilex vomitoria'Stokes Dwarf' Stoke Dwarf',upon Holly N/A 5-7 GAL 24"HT Full MIN.30"CROWN NAD83/NAVD88
9 SUBTOTAL: 69 SHRUB PLANTING DECIDUOUS TREE PLANTING I L_1 00
NOT TO SCALE NOT TO SCALE I
x J

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Warm-up and restrike time:Instant on(no warm-up or restrike time)
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0> LED 150 B5-UO-04 IESNA Type V(circular) 19580
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bF, LED 150 B3-UO-G4 IESNA Type IV(forward throw) 19006
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lb
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LED 220 B3-UO-G4 IESNA TypeIV light
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4,000K
The energy-efficient Shoebox LED LED 150,220,420,530 watts
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e • LED 420 B5-UO-G5 IESNA Type V(circular) 48514
combines a decorative,contemporary (Light Emitting Diode) '0.0'0.0'0.0'0.0'0.0 0.0 0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0"0.0"0.0"0.0"0.0�).0" 0"0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0"O.
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style with versatility and ample lighting '0.0'0.0'0.0'0.0'0.0 (sae'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'o c*0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0/� 0.0'0.
Mounting heights 25',30',35' ee a \. LED 530 65-UO-G5 IESNA Type V(circular) 60296
effect that is perfect for streets,parking '0.0'0.0'0.0'0.0'0.0 II . 0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.1 1 1%2'0.0'0.0'0.0'0.0'0.0'0.0'0.0*0.i'0.0'0.0'0.0'0.0'0.0.0 00.0'0.0'0. LED 530 B3-UO-G5 IESNA Type IV(forward throw) 54395
lots,commercial buildings and residential r 9 ° 8 0'0.0'0.0'0.0'0.0'0.0'0.0 0.0 1.1'0.0'0.0'0.O o'0.0'0.0'0.
Black 0.0'0.0'0.0'0.0'0.0 0.0 0.0'0.0'0.0'0.0'0.0'0. '0.0'0.0'0®r.0'0.0'o.re03
communities.The Shoebox LED provides Bronze ' 'a' *These are approximate replacement suggestions;actual conditions could be different.
Colors '0.0'0.0'0.0'0.0'0.0 0.0 1.0.0'0.0'0.0 4rr;0.0'0.0'0.1' .1'0. '0.1'0.1'0.1'0.0'0.t'0.1'0.0'0�) 0.0'0.0 1.1,r 'I I'0.0.:1'0 l'0.0'0.0'0.0'0.
excellent color rendition along with a Gray 4,- ' Or
White '0.0'0.0'0.0'0.0'0.0'(,o 0.0'0.0'0.0'0.0"O. i.1'0s 0.2'1.2'0.1'0.1'0.1'0.1's.0'0 t't,t':1 :1't.l'0.0'0.0'0.0'0.0 1.+. !0 0.0'0.0'0.0'o.
controlled light pattern that reduces glare a Poles available:
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and keeps the light directed only where Fiberglass(1 or 2 fixtures per pole) 'o.o'o.o'o.o'o.o'o.o CO.o.o'o.o'o.o'0.1'0.2`0.3 � '0.3'0.2'0.2'0.1'o :®.1 C� �c 0.0 0.0 :.•�:� o.o'o.o'o.o'0.0'o. Name Mounting height Color
Poles Decorative tapered metal
you want it.Available in black,dark '0.0'0.0'0.0'0.0'0.0 co o.o'0.0'0.1'0.3%0.5'0..'te. 0.6'e.�'0.4'0.3'0.2 0.1 '+ 't.c'0.0'0.0'0.0'0.0 r,. 0.0"0.0'0.1 .0"0.0"0.0'0.0'0.0'0. Black
Decorative square metal 1 r. Round tapered decorative metal* 35' bronze
bronze,gray or white with one to four '0.0'0.0'0.0'0.0'0.0 d o 0.0'0.0'0.0'0.6'1.1' 1 1 '0.8'0.7'o.f�i-'0.4's, r 0. '0. '0.1'0.0'0.0'0 1'0.* 1`s r a.1 r u 0 a'0.0'0.0'0.0'0.0
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fixtures per pole. t square metal* 25'and 30'
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II / Gray (1 or 2 fixtures per pole)
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'0.0'0.0'0.0'0.0'O.1 10.1'10.2'0.3' .5' .`1.9`1.7 FF� o - r° . 's.7'0.6'0.6'r'r 'r .ter.,:r.00*O.a'O.0'O.0'O.0'0.0 Features Benefits
;l .�, t tittle or no installation cost Frees up capital for other projects
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CC�m / 7 Design services by lighting professionals included Meets industry standards and lighting ordinances
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y.' // �' t • Maintenance included Eliminates high and unexpected repair bills _
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'0.0'0.0'0.0'0.0'0.1'J.1 13. 0•"0.3"1.-';0- /'�14% , /I/`1.3'1.7`2.0'1.7 '7'2.2'17,1Y..1'8.1'0.0'0.0'0.0 Warranty included Worry-free
T, One low monthly cost on your electric bill Convenience and savings for you
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.1 I 5 o Turnkey operation Provides hassle-free installation and service
For additional information,visit us at '0.0'0.0'0.0'0.0'0.013.0D:1'1 1�`d r.9 'TPf '��.S•1 •r•2.•2.6•2. •2.0•L-,,it.4't.2'0.1'0.1'0.1 Backed by over 40 years of experience A name you can trust today-..and tomorrow
duke-energy.coMOutdoorLlghting 4�DUKE "+ - -�
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or call us toll free at 866.769.6417. p' - 7l� e� A O.r .2'raised foundation available when required on metal poles only.
ENERGY s,. /
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I 1 LIGHT SOURCE:LED'S,4000K,70 CRI
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- BEEN DEPRECIATED FOR LED LUMEN DEPRECIATION AND
LUMINAIRE DIRT DEPRECIATION.FOR INITIAL FOOTCANDLES
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Symbol Label Quantity Description Number
Lumens Per Lamp Light Loss Factor '0.0'0.0 -eo
2 LED 150w Shoebox-Type IV-4000K 48 385 0.85 :
A
I LEGEND(OUTER to INNER):0.10,0.25,0.50,1.00,1.25
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1
LIGHTING DESIGN TOLERANCE PROPRIETARY&CONFIDENTIAL 298 DAVIS STREET
The calculated toolcondle light levels in this lighting design are predictedstri DUKE This document together with the concepts and designs presented herein, Southern Pines,NC
values and are based on specific information that hoe been supplied to Duke presented as en instrument of service,is the sole property of Duke
Energy.Any inaccuracies in the supplied information,differences in luminaire Energy,and is intended only for the specific purpose and prospective SITE LIGHTING ARRANGEMENT
installation,lighted area geometry including elevation differences,reflective client as stated in the title block of this drawing. Any use,copying, Designed by
DUI{E ENERGY PROGRESS LIGHTING SOLUTIONS
properties of surrounding surfaces,obstructions(foliage or otherwise)in the reproduction or disclosure of the drawing,design or any information g
lighted area,or lighting from source:other than listed in this design may E N E R Y `°"`°fines Herein by the prospective as°tamer or other entities,inalading Reviewed by N.Johnson Scale 1"=30'
produce different results from the predicted values.Normal tolerances of ® without limitation,architects,engineers,or equipment manufacturers is
voltage,lamp output,and ballast and luminaire manufacture will also affect hereby expressly prohibited and shall not be permitted absent prior Date 10/17/2022 Size Drawing size"D"
results. PROGRESS written consent from,and payment of compensation to Duke Energy. LED 150w Shoebox
NO. DATE REVISION BY unauthorized use of or reliance
Duke Energy disclaims any liability or responsibility for any Description
on this document. Drawing No. 22-0409A Sht. 1 OF 1

STUB INFORMATION
PIECE STUB INVERT SYSTEM
INVERT
24"0 STUB A3 427.90 425.90
24"0 STUB J2 427.90 425.90
6"0 STUB L3 429.40 425.90
24"O STUB A3 o
M RISER INFORMATION
•
I- PIECE RIM ELEV. SYSTEM
U C I R I K I INVERT
48"0 BULKHEAD TYP. 30"0 RISER Cl 432.60 425.90
f N I R I K
BAND,TYPICAL / 30"0 RISER F1 433.09 425.90
SEE DETAIL SHEET P3 E I R I K
I N I R I K
io
m r F I R I K
I o
co
N I R I K D
G I R I L
6"O STUB L3
1 N I R I K
1 D I H
I I 3'-7Y4"
P I J II S I
i \— 24"0 STUB J2
39'-4%a"
a
0
C
0
° NOTES
a
o •ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE.
O
Fi •ALL ELEVATIONS,DIMENSIONS,AND LOCATIONS OF RISERS AND INLETS,SHALL BE VERIFIED
BY THE SITE GEOTECHNICAL ENGINEER PRIOR TO RELEASING FOR FABRICATION.
a
0 ASSEMBLY •ALL FITTINGS AND REINFORCEMENT COMPLY WITH ASTM A998.
K
SCALE: 1"= 20 •ALL RISERS AND STUBS ARE 2%"xY"CORRUGATION AND 16 GAGE UNLESS OTHERWISE
PIPE STORAGE: 7,288 CF NOTED.
LOADING: H2O
PIPE INV. =425.90'± •RISERS TO BE FIELD TRIMMED TO GRADE AS REQUIRED,BY CONTRACTOR.
i
w •QUANTITY OF PIPE SHOWN DOES NOT PROVIDE EXTRA PIPE FOR CONNECTING THE SYSTEM TO
a EXISTING PIPE OR DRAINAGE STRUCTURES. OUR SYSTEM AS DETAILED PROVIDES NOMINAL
0 INLET AND/OR OUTLET PIPE STUB FOR CONNECTION TO EXISTING DRAINAGE FACILITIES. IF
O
ADDITIONAL PIPE IS NEEDED IT IS THE RESPONSIBILITY OF THE CONTRACTOR.
- •ALL ACCESS CASTINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE NOT
Pa SUPPLIED BY CONTECH.
Pa The design and information shown on this drawing is provided 11 — PROJECT No.: SEQ.No.: DATE:
etothepro;aet"wner.an9inaerande"ntraetorby 48 0 PERFORATED UNDERGROUND RETENTION SYSTEM
come�nengmeeredsewtieneucl^cnmecn^I.Nennermis � ��_���V 729000 010 10/14/2022
drawing,nor any part thereof,may be used,reproduced or C I/ N T E C H •'_I , tea_
FQ modifiedinanymannerwithout the priorwrinen7Zertof , „ �`i` DESIGNED: DRAWN:
Contech.Failure to comply is done at the users own risk and •, , , � 729000-010
Contech expressly disclaims any liability or responsibility for ENGINEERED SOLUTIONS LLC CMP DETENTION SYSTEMS TKM
° such u5e 217,227,237 DAVIS STREET —SOUTHERN PINES CHECKED APPROVED -
www.ContechES.com
LE If discrepancies between the supplied information upon which CONTECH
R' the drawing is based and actual field epanciies are encountered
SOUTHERN PINES, N C as site work progresses,these discrepancies must be reported 5 Sierra Gate Plaza,Suite 390, Roseville,CA 95678 PROPOSAL
Lu to Contech immediately for re-evaluation or the design.Contech DRAWING SHEET NO.:
ee t=no k bilit for deli based on mi=sin — P 1P 5
aopratemrnratiens"pPnedbymnere q,ineompleteorMARK DATE REVISION DESCRIPTION gY 877-548-4667 . + SITE DESIGNATION: SCM OF

TRENCH CONDITION I► EMBANKMENT CONDITION y
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LIMITS OF !vv/vv/vv/vv/v - FINAL BACKFILL \
REQUIRED
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EDGE SPACING EQUAL ON BOTH SIDES %v --• v��v�� 6"-10" 12° 1 1/2°x 1/4"
BEDDING 12"-48" 12" 2 2/3"x 1/2"
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INITIAL FILL ENVELOPE O 1a
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COIL WIDTH t
OPENAREA=3.76SQIN/SQFT 1 MINIMUM TRENCH WIDTH MUST ALLOW ROOM FOR PROPER COMPACTION OF HAUNCH MATERIALS UNDER THE PIPE.
THE MINIMUM TRENCH WIDTH(12.6.6.1):
PIPE<_122""::D+16+1"
2
NOTES:
a
1D
1. PERFORATIONS MEET AASHTO AND ASTM SPECIFICATIONS. a la MINIMUM EMBANKMENT WIDTH(IN FEET)FOR INITIAL FILL ENVELOPE(12.6.6.2):
2. PERFORATION OPEN AREA PER SQUARE FOOT OF PIPE IS BASED � PIPE<24":3.OD
ON THE NOMINAL DIAMETER AND LENGTH OF PIPE. _Jr--- L_ PIPE
PIPE 24"-1441.5":D+4"'0"
3. DIMENSIONS SUBJECT TO MANUFACTURER'S TOLERANCES. PIPE>144":D+10'0"
4. ALL HOLES 3/8"0. 2'-6"
2 THE FOUNDATION UNDER THE PIPE AND SIDE BACKFILL SHALL BE ADEQUATE TO SUPPORT THE LOADS ACTING UPON IT(26.5.2).
EXFILTRATION AREA L_ 3 SITE GEOTECHNICAL ENGINEER TO DETERMINE IF BEDDING IS REQUIRED.BEDDING MATERIAL SHALL BE A RELATIVELY LOOSE
a STANDARD PERFORATION PATTERNS PIPE O MATERIAL THAT IS ROUGHLY SHAPED TO FIT THE BOTTOM OF THE PIPE,AND A MINIMUM OF TWICE THE CORRUGATION DEPTH IN
THICKNESS,WITH THE MAXIMUM PARTICLE SIZE OF ONE-HALF OF THE CORRUGATION DEPTH(26.3.8.1,26.5.3).
APPROXIMATE AREA PER LINEAR FOOT OF PIPE PLAN
4 CORRUGATED STEEL PIPE(CSP/HEL-COR).
—.--2'-6"
CORRUGATION PATTERN 5 HAUNCH ZONE MATERIAL SHALL BE HAND SHOVELED OR SHOVEL SLICED INTO PLACE TO ALLOW FOR PROPER COMPACTION(26.5.4).
PIPE t 2 2/3"x 1/2" 3"x 1" 5"x 1" ULTRA FLO 5a INITIAL BACKFILL FOR PIPE EMBEDMENT TO MEET AASHTO A-1,A-2 OR A-3 CLASSIFICATION,OR APPROVED EQUAL,COMPACTED TO 90%
FT
STANDARD PROCTOR(T 99).MAXIMUM PARTICLE SIZE NOT TO EXCEED 3"(12.4.1.2).ALL LIFTS PLACED IN A CONTROLLED MANNER. IT IS
02 Z
RECOMMENDED THAT LIFTS NOT EXCEED AN 8"UNCOMPACTED LIFT HEIGHT TO PREVENT UNEVEN LOADING,AND THE LESSER OF 1/3
O
a THE DIAMETER OR 24"AS THE MAXIMUM DIFFERENTIAL SIDE-TO-SIDE(26.5.4).
Fi 48"0 48.9 SQ.IN. 51.6 SQ.IN. a
6 INITIAL BACKFILL ABOVE PIPE MAY INCLUDE ROAD BASE MATERIAL(AND RIGID PAVEMENT IF APPLICABLE).SEE TABLE ABOVE.
° + 6a TOTAL HEIGHT OF COMPACTED COVER FOR CONVENTIONAL HIGHWAY LOADS IS MEASURED FROM TOP OF PIPE TO BOTTOM OF
NOTES: FRONT FLEXIBLE PAVEMENT OR TOP OF RIGID PAVEMENT(12.6.6.3).
Et • GAGE AND COATING LIMITATIONS APPLY.5"x 1"IS NOT AVAILABLE IN
z ALUMINUM. 48"0 to 90"0 FITTING REINFORCEMENT 7 FINAL BACKFILL MATERIAL SELECTION AND COMPACTION REQUIREMENTS SHALL FOLLOW THE PROJECT PLANS AND SPECIFICATIONS
o MAY BE REQUIRED BASED ON HEIGHT OF PER THE SITE GEOTECHNICAL ENGINEER(26.5.4.1).
2 • DIMENSIONS SUBJECT TO MANUFACTURER'S TOLERANCES. COVER AND LIVE LOAD CONDITION
E TYPICAL MANWAY DETAIL •NOTES:
SITE GEOTECHNICAL ENGINEER TO DETERMINE IF GEOTEXTILE SHOULD BE USED TO PREVENT SOIL MIGRATION INTO VARYING SOIL
TYPICAL PERFORATION DETAIL NOT TO SCALE TYPES.
NOT TO SCALE • FOR MULTIPLE BARREL INSTALLATIONS THE RECOMMENDED STANDARD SPACING BETWEEN PARALLEL PIPE RUNS SHALL BE PIPE DIA./2
BUT NO LESS THAN 12",OR 36"FOR PIPE DIAMETERS 72"AND LARGER.
• CONTACT YOUR CONTECH REPRESENTATIVE FOR NONSTANDARD SPACING(TABLE C12.6.7-1).
TYPICAL BACKFILL DETAIL
NOT TO SCALE
2 The design and information shown on this drawing is provided 11 — PROJECT No. SEQ.No. DATE:
etothepr",ectowner.engineerandcontradorby 48 Q� PERFORATED UNDERGROUND RETENTION SYSTEM
come�n engineered selmrone ucl^cnmecn^I.Nenner mis �� ��_�_��V 729000 010 10/14/2022
• drawing,nor part may be used,reproduced or I/ NTECH -�'' NEV
,, modifiedinanymannerwithoutthepriorwrinenconsentof , „ �` ` DESIGNED: DRAWN:
Contech.Failure to comply is done at the users own risk and •, , , 729000-010
• Contech expressly disclaims any liability or responsibility for ENGINEERED SOLUTIONS LLC CMP DETENTION SYSTEMS TKM
such use. 217,227,237 DAVIS STREET —SOUTHERN PINES CHECKED: APPROVED: -
www.ContechES.com
d If discrepancies between the supplied information upon which CONTECH
S thedrawingisbasedandactualfieldeonditlonsareeneountered SOUTHERN PINES, NC Rl as site work progresses,these discrepancies must be reported 5 Sierra Gate Plaza,Suite 390, Roseville,CA 95678 PROPOSAL
Lu to Contech Immediately for re-evaluation of the design.Contech DRAWING SHEET NO.:
P2
accepts no liability for designs based on
- missing,incomplete or nace�rate information suppled by othersMARK DATE REVISION DESCRIPTION BY 877-548-4667 - DESIGNATION: SCM OF P5

12 1/8" -
10 1/4" 1
12"
r 1
RISER
EXTENSION FLAT BAND SHOI)
MAY VARY(NO
GASKET) 11•11
HUGGER
SINGLE BAR, BAND
BOLT AND STRAP(SBBS)
n TECHCO BAND ANGLES — _- — Il i
1:11111
_ MAINLINE
PIPE ■
1/2"DIA.BOLT p
NO GASKET
w
Hz
x
w 2 ELEVATION VIEW
CONNECTION DETAIL co°N OF CMP AND RISER CONNECTION DETAIL
7 1/2"TECHCO SHOWN-MAY VARY D w- (SBBS)
0
N
PLAIN END CMP RISER PIPE 2 2/311x1/211 RE—ROLLED END HEL—COR PIPE
GENERAL NOTES: GENERAL NOTES:
1. DELIVERED BAND STYLE AND FASTENER TYPE MAY VARY BY FABRICATION PLANT. 1. JOINT IS TO BE ASSEMBLED PER AASHTO BRIDGE CONSTRUCTION SPECIFICATION SEC 26.4.2.4.
2. JOINT IS TO BE ASSEMBLED PER AASHTO BRIDGE CONSTRUCTION SPECIFICATION SEC 26.4.2.4. 2. BAND MATERIALS AND/OR COATING CAN VARY BY LOCATION.CONTACT YOUR CONTECH REPRESENTATIVE FOR AVAILABILITY.
a
3. BAND MATERIAL AND GAGE TO BE SAME AS RISER MATERIAL. 3. BANDS ARE SHAPED TO MATCH THE PIPE-ARCH WHEN APPLICABLE.
4. IF RISER HAS A HEIGHT OF COVER OF 10'OR MORE,USE A SLIP JOINT. 4. BANDS ARE NORMALLY FURNISHED AS FOLLOWS:
• 12"THRU 48"1-PIECE
O 5. BANDS ARE NORMALLY FURNISHED AS FOLLOWS: • 54"THRU 96"2-PIECES
• 12"THRU 48"1-PIECE • 102"THRU 144"3-PIECES
• 54"2-PIECES
OK_ 5. BAND FASTENERS ARE ATTACHED WITH SPOT WELDS,RIVETS OR HAND WELDS.
6. ALL RISER JOINT COMPONENTS WILL BE FIELD ASSEMBLED.
Ou
6. ALL CMP IS REROLLED TO HAVE ANNULAR END CORRUGATIONS OF 2 2/3"x1/2"
7. MANHOLE RISERS IN APPLICATIONS WHERE TRAFFIC LOADS ARE IMPOSED REQUIRE SPECIAL DESIGN CONSIDERATIONS.
7. DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES.
8. DIMENSIONS SUBJECT TO MANUFACTURING TOLERANCES.
O 8. ORDER SHALL DESIGNATE GASKET OPTION,IF REQUIRED(SEE DETAILS ABOVE).
2'
12" RISER BAND DETAIL H-12 HUGGER BAND DETAIL
NOT TO SCALE NOT TO SCALE
2
Z
0
w
w
0
a
0
O
IThe design and information shown on this drawing is provided 11 — PROJECT No.: SEQ.No.: DATE:
at"tnapr",act"wner.an9inaerande"ntraet"rby 48 0 PERFORATED UNDERGROUND RETENTION SYSTEM
come�nengmeeredsewtieneuct^cnmecn^I.Nennermis ��_���V 729000 010 10/14/2022
• drawing,nor any part thereof,may be used,reproduced or C I/ N T E C H •'_I , tea_
FQ modifiedinanymannerwithout the priorwrinen con erT , „ �`i` DESIGNED: DRAWN:
Contech.Failure to comply is done at the users own risk and •, , , � 729000-010
• Contech expressly disclaims any liability or responsibility for ENGINEERED SOLUTIONS LLC CMP DETENTION SYSTEMS TKM
such use. 217,227,237 DAVIS STREET —SOUTHERN PINES CHECKED: APPROVED: -
www.ContechES.com
a CONTECH
If discrepancies between the supplied information upon which
the drawing is based and actual field conditions are encountered SOUTHERN PINES, N C
R' as site work progresses,these discrepancies must be reported 5 Sierra Gate Plaza,Suite 390, Roseville,CA 95678 PROPOSAL
tu to Contech immediately for re-evaluation of the design.Contech DRAWING SHEET No.:
cC 1 no rabimy for designs based on missing,incomplete or — 877-548-4667
ace"ratemrprations"ppliedbymnere w1ARK DATE REVISION DESCRIPTION BY - SITE DESIGNATION: SCM P3 OF p5

A ►
36"0MAX.,HS-25ACCESSCASTING REINFORCING TABLE
WITH GRADE RINGS AS REQUIRED,TO
BE PROVIDED AND INSTALLED BY **BEARING
TEMPORARY COVER FOR- c o CMP CONTRACTOR. MAY BE TOP MOUNTED O CMP
CONSTRUCTION LOADSl PROTECTION (AS SHOWN)OR RECESSED. w RISER cc A B 0 REINFORCING PRESSURE
i ,� I o I R% i RIM/FINISHED + >a (PSF)
�% RI
FINISHED SLAB l O r
�a �a GRADE Jt.-___--___ VARIES 0 H
HEIGHT OF / iH GRADE tt N 4'7J 26" #5 @ 10"OCEW 2,540
COVER °iTiii ii T 24 4'x4' #5 @ 10"OCEW 1,900
I yllm i-i-i
-i ii i i i I��I �� 30" 4'-6"x 4.-6" 32 #5 @ 9"OCEW 1,670
=111=111=111=111l l
1i-1Tiu _
50 #5 @ 9"OCEW 2,060
ti
_-_ GASKET MATERIAL 0 CMP RISER Q 36 5'x 5' 38 #5 @ 8"OCEW 1,500
SUFFICIENT TO PREVENT ri
SLAB FROM BEARING ON H w 42„ 5'-6"0 44„ #5 @ 8"OCEW 1,490
RISER TO BE PROVIDED BY
CONSTRUCTION LOADS ci 0
CONTRACTOR. 0B o_-
11"TYP. Q 5-6"x 5'-6 #5 8"OCEW 1,370
FOR TEMPORARY CONSTRUCTION VEHICLE LOADS,AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER 0 6'0 #5 @ 7"OCEW 1,210
THE TOP OF THE PIPE. THE HEIGHT-OF-COVER SHALL MEET THE MINIMUM REQUIREMENTS SHOWN IN THE TABLE BELOW. 48 6'x 6' 50 #5 @ 7"OCEW 1,270
THE USE OF HEAVY CONSTRUCTION EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED SECTION VIEW
GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC. ASSUMED SOIL BEARING CAPACITY
AXLE LOADS ACCESS CASTING NOT SUPPLIED BY CONTECH
PIPE SPAN, (kips)
INCHES '''
18-50 50-75 75-110 110-150 rj,Q'O A r 1
MINIMUM COVER(FT) i-"', B
12-42 2.0 2.5 3.0 3.0 #4 DIAGONAL TRIM I
-- '--- I I '
#4 DIAGONAL TRIM -1 *-
I BAR(TYP.4 PLACES), I �i I I I
48-72 3.0 3.0 3.5 4.0 BAR(TYP.4 PLACES), i/�\ SEE NOTE 7. I I i��\ I I
r T --- 7- T
78-120 3.0 3.5 4.0 4.0 SEE NOTE 7. _-t ___ ____ __t*- C____
t- - --t-- 2"COVER r t --- \- t -I
126-144 3.5 4.0 4.5 4.5 II I i - -�� ��\
�� �� (TYP) i i� �N I
It
\K-II __-\ f1 I L 11
COVER*MINIMUM REQU RE
R QUIRED AVOID DAMAGE DEPENDING
TO TORE PIPE.LOCAL
MINIMUM CONDITIONS.
COVER IS MEASURED F
ROM THE T PROVIDE
OP OF THE PIPE TO
/ �il�/ OJ�� \�I\\ � i/14/ J�� M.
�)
THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE. \\� LG�e II �/ \\i� I j�O Q1 I IN 11 \\��
/i�� II \ II ���\ i�\ I 1 l III i�\
-r--tea I- -IJ- --\- I1-t-- -+ 1-11iZ---H
CONSTRUCTION LOADING DIAGRAM ( rti,\ ,�i� "1 ,fig
NOT TO SCALE V\ \ , �1 \� / 1/
A OPENING IN i 1
OPENING IN __ �L �> < ___/�I____ PROTECTION --- - L -,_ r _11
PROTECTION ---tI -�. ----,1-- - ---- SLAB FOR --- -t ', /f ���I__- _-I
SLAB FOR I I I i I -' t--- I --- -t N \ � t
I ACESS I ��I \ I� I I
E ACCESS I -1- ,,>�--1.- I I I I�-�> I I INTERRUPTED BAR
I
I I i/\\ I REPLACEMENT,
N SPECIFICATION FOR CORRUGATED STEEL PIPE-ALUMINIZED TYPE 2 STEEL ___I Z_ , I J L_ -- � SEE NOTE 6.
INTERRUPTED BAR /- 1/ \I ---J __ _1 1 J
I V N I I
• SCOPE HANDLING AND ASSEMBLY REPLACEMENT,SEE / �� I /I I I
NOTE 6. 1 I 1 I I
O THIS SPECIFICATION COVERS THE MANUFACTURE AND SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE \ STANDARD STANDARD
m INSTALLATION OF THE CORRUGATED STEEL PIPE(CSP)DETAILED IN NATIONAL CORRUGATED STEEL PIPE ASSOCIATION(NCSPA) REINFORCING, REINFORCING, OB• THE PROJECT PLANS. SEE TABLE SEE TABLE
c INSTALLATION
o MATERIAL
O SHALL BE IN ACCORDANCE WITH AASHTO STANDARD ROUND OPTION PLAN VIEW SQUARE OPTION PLAN VIEW
THE ALUMINIZED TYPE 2 STEEL COILS SHALL CONFORM TO THE SPECIFICATIONS FOR HIGHWAY BRIDGES,SECTION 26,DIVISION II
Fl
APPLICABLE REQUIREMENTS OF AASHTO M274 OR ASTM A929. OR ASTM A798 AND IN CONFORMANCE WITH THE PROJECT PLANS NOTES: 7. TRIM OPENING WITH DIAGONAL#4 BARS,EXTEND BARS A
N AND SPECIFICATIONS. IF THERE ARE ANY INCONSISTENCIES OR MINIMUM OF 12"BEYOND OPENING,BEND BARS AS REQUIRED
$ PIPE CONFLICTS THE CONTRACTOR SHOULD DISCUSS AND RESOLVE 1. DESIGN IN ACCORDANCE WITH AASHTO,17th TO MAINTAIN BAR COVER.
WITH THE SITE GEOTECHNICAL ENGINEER. EDITION AND ACI 350.
ft THE CSP SHALL BE MANUFACTURED IN ACCORDANCE WITH THE 8. PROTECTION SLAB AND ALL MATERIALS TO BE PROVIDED AND
I APPLICABLE REQUIREMENTS OF AASHTO M36 OR ASTM A760. THE IT IS ALWAYS THE RESPONSIBILITY OF THE CONTRACTOR TO 2. DESIGN LOAD HS25. INSTALLED BY CONTRACTOR.
PIPE SIZES,GAGES AND CORRUGATIONS SHALL BE AS SHOWN ON FOLLOW OSHA GUIDELINES FOR SAFE PRACTICES.
2 THE PROJECT PLANS. 3. EARTH COVER=1'MAX. 9. DETAIL DESIGN BY DELTA ENGINEERS,ARCHITECTS AND LAND
ANTI-FLOTATION PROVISIONS DUE TO HIGH GROUNDWATER OR SURVEYORS,ENDWELL,NY.
w ALL FABRICATION OF THE PRODUCT SHALL OCCUR WITHIN THE OTHER FLOTATION CONCERNS ARE SITE-SPECIFIC DESIGN 4. CONCRETE STRENGTH=4,000 psi
a UNITED STATES. CONSIDERATIONS AND SHALL BE SPECIFIED BY SITE
GEOTECHNICAL ENGINEER 5. REINFORCING STEEL=ASTM A615,GRADE 60.
O
6. PROVIDE ADDITIONAL REINFORCING AROUND
OPENINGS EQUAL TO THE BARS INTERRUPTED, MANHOLE CAP DETAIL
MATERIAL SPECIFICATION HALF EACH SIDE. ADDITIONAL BARS TO BE IN THE
SAME PLANE. NOT TO SCALE
NOT TO SCALE
P The design and information shown on this drawing is provided 11 - PROJECT No.: SEQ.No.: DATE:
etothepro,ectowner,engineerandcontractorby 48 Q� PERFORATED UNDERGROUND RETENTION SYSTEM
come�n engineered selmrons ucl^cnmecn^I.Nenner mis �� ��_�_��V729000 010 10/14/2022
C1'
/ NTECH ��-I� -will!• modifiedinanymannerwithoutthepriorwrinenconsentof , „ �` ` DESIGNED: DRAWN:
Contech.Failure to complyedoneattheusersownriskand •, , , 729000-010
• Contech expressly disclaims any liability or responsibility for ENGINEERED SOLUTIONS LLC CMP DETENTION SYSTEMS TKM
such use, 217,227,237 DAVIS STREET -SOUTHERN PINES CHECKED: APPROVED: -
www.ContechES.com
d If discrepancies between the supplied information upon which CONTECH
S the drawing is based and actual field conditions are encountered SOUTHERN PINES, N C as site work progresses,these discrepancies roust be reported 5 Sierra Gate Plaza,Suite 390, Roseville,CA 95678 PROPOSAL
Lu to Contech immediately for re-evaluation of the design.Contech DRAWING SHEET NO.:
P4P5
• accepts no liability for designs based on missing,incomplete or PARK DATE REVISION DESCRIPTION BY 877-548-4667
inaccurate information supplied by others. - DESIGNATION: SCM OF

o 2/2'
FLAT BAR AND REBAR:MILL
"NOTE:WHEN RISER EXTENSIONS
3/4"(#6)REBAR CAN BE CUT FLUSH = = ALL STEEL PER ARE USED,THE PLANT SHOULD
ASTM A36 CUT 3"FROM THE SIDE RAILS AS (4)%6"FILLET ELDS FROM LADDER RAILS
TO OUTSIDE OF RAIL SHOWN EACH ANGLE CORRUGATION AND RUNGS
(BAR LENGTH=163/4")OR BAR CAN o} CREST(2 WELDS W EACH SIDE)
EXTEND BEYOND RAIL%2"± ~ FABRICATION TOLERANCE:±34"
II TOLERANCE APPLIES ( (4)L3"x 3"x 3%6" RISER
TYP. 3/8 , [ 5%2"LONG
6"FROM RUNG TO
12"TYP. RISER JOINT
CENTER TO CENTER I 7/a"HOLE w/3/4"REBAR RUNG, 3"FROM BOTTOM OF LADDER 0
RUNG SPACING o WELD REBAR TO RUNG ON RAIL TO RISER JOINT 1'-4"
OUTSIDE OF STEEL RAIL —
(2)%4"FILLET WELDS
1"LONG FROM EACH ANGLE
:i
1 2%2"x 3/g'FLAT BAR SIDE RAIL TO LADDER RAIL
PLAN SIDE PLAN
NOTES:
1-
1. LADDERS CAN BE MADE IN 20.-0"STANDARD LENGTHS AND CUT TO FIT *3"FROM TOP OF LADDER ±I
2. ALL MATERIAL TO MEET ASTM A36 RAIL TO RISER JOINT O
3. LADDER TO BE HOT DIPPED GALVANIZED PER ASTM A-123 AFTER 6"FROM RUNG TO
FABRICATION IS COMPLETE I RISER JOINT
STANDARD LADDER DETAIL I
NOT TO SCALE — io
PART NO. HALAGVL16 -
-L_ I -
PROVIDE MINIMUM OF 4 ATTACHMENT — _
ANGLES(2 ON EITHER SIDE OF LADDER RAIL) — — _ A
TO CONNECT LADDER TO RISER EXTENSION — — _I
RISER w/LADDER AND STEPS --1--___
_ �
IF EXTENSION IS REQUIRED �_ I �I_ _ I
LADDER RAILS AND RUNGS RISER NORMALLY CMP — — _
WITH 22/'x1/2" — _ _ _
• CORRUGATIONS _ _
\\ (4)X6"FILLET WELDS — _
RISER w/LADDER �' \ (4)%s'FILLET WELDS FROM EACH ANGLE TO _
o AND STEPS ' FROM EACH ANGLE TO CORRUGATION
WELDS EACH -ice —
CORRUGATION CREST ( SIDE) I i I
�J ' (2 WELD EACH SIDE) _
a (2)1/4"FILLET WELDS 1"LONG — _
ATTACHMENT ANGLE • L3"x 3"X 3%6" L3"x 3"x 3/s' _ A
(.....- i, L5o
"x 3"x%4'x 16"LONG AT 1'-0" MINIMUM OF 4 ANGLES PER 5%2"LONG 5%2'LONG — _
SPACING. LONG LEG TO LADDER SECTION,(2 EACH SIDE OF _ _
_� PROJECT OUT. WELD TOP LADDER)6'MAX.SPACING _
MAINLINE CMP
O 2 1_g" AND BOTTOM OF 3"LEG TO EACH VERTICALLY I _ _I
2/x/2,5 x 1,3 x 1,ETC. MAX I F CORRUGATION CREST I_ �_ I
w (THESE ANGLES SHOULD BE USED _
O a_ FOR LARGER DIAMETER _ — _ _
a MAINLINES WHERE ADDITIONAL SECTION A—A
W
Z STEPS ARE NEEDED) LADDER RAILS
'2• NOTE: AND RUNGS
w THIS DRAWING IS INTENDED TO APPLY TO LADDERS
2 INSTALLED IN RISERS HAVING A DIAMETER OF 30"OR ELEVATION
O LARGER. DUE TO SPACE CONSTRAINTS AND LIMITED
O
ACCESSIBILITY,THE PRACTICALITY AND SUITABILITY OF
UTILIZING RISERS SMALLER THAN 30"DIAMETER RISER LADDER DETAIL
s AND/OR INCORPORATING LADDERS IN THESE SMALLER NOT TO SCALE
DIAMETER RISERS SHOULD BE ADDRESSED BY THE
OWNER AND SITE GEOTECHNICAL ENGINEER
Pa
F The design and information shown on this drawing is provided 11 — PROJECT No.: SEQ.No.: DATE:
etotheprotectowner,engineerandcontrectorby48 Q� PERFORATED UNDERGROUND RETENTION SYSTEM
comecn Engineered sewticns uc(^cr o,:ne I.ohs tier mis /� ��_�_��V 729000 010 10/14/2022
• drawing,nor any part thereof,may be used,reproduced or CNTECH® •'_I/ , tea_
FQ modifiedinanymannerwithoutthepriorwrinenconsentof , „ �` ` DESIGNED: DRAWN:
Contech.Failure to comply is done at the users own risk and •, , , 729000-010
• Contech expressly disclaims any liability or responsibility for ENGINEERED SOLUTIONS LLC CMP DETENTION SYSTEMS TKM
such use. 217,227,237 DAVIS STREET —SOUTHERN PINES CHECKED: APPROVED: -
www.ContechES.com
a CONTECH
If discrepancies between the supplied information upon which
z the drawing is based and actual field conditions are encountered SOUTHERN PINES, N C
R' as site work progresses,these discrepancies roust be reported 5 Sierra Gate Plaza,Suite 390, Roseville,CA 95678 PROPOSAL
Lu to Contech immediately for re-evaluation of the design.Contech DRAWING SHEET NO.:
• accepts no liability for designs based on missing,incomplete or — 877-548-4667
accurateinformationsuppliedbyothers w1ARK DATE REVISION DESCRIPTION BY - SITE DESIGNATION: SCM P5 OF P5