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HomeMy WebLinkAbout20220726 Ver 1_Pre-Filing Documents_20220414 (2)1yroff.24 t— 1 ,� � � • � j �• �� � � lsMn CORi1t PORA7E LIMI75 � I /TW: 326.00 - ` 1 I � I 8 � \ 1 \ 1 \ i I I � � I �LLj w DS w O Lo � I I CI K-3� 11 1 I/ Q / m`LLJ \ N _ C I� W / FFE: 331.0( i C9 I� t Lo , o zz J 0 — O O m \ Om O i - oDr OG OO W4 Z m a —� � N Cl m _ \ I rn � � M N¢ cRgONc9 . i i I- C_/ AT THE CONCLUSION OF THE PROJECT ALL SCMS INSTALLED ON -SITE MUST BE CERTIFIED BY A DESIGN PROFESSIONAL AND THE TOWN OF GARNER ENGINEERING DEPARTMENT MUST RECEIVE ALL AS -BUILT DRAWINGS PRIOR TO RECEIVING THE CERTIFICATE OF OCCUPANCY. CONTACT THE ENGINEERING DEPARTMENT PRIOR TO CONVERSION OF ANY EROSION CONTROL DEVICE TO A STORMWATER DEVICE GENERAL NOTES: 1. BOUNDARY AND EXISTING TOPOGRAPHICAL INFORMATION WAS PROVIDED BY SGROI LAND SURVEYING, PLLC ON JANUARY 13, 2021. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING FEATURES PRIOR TO CONSTRUCTION. 3. INVERTS FOR EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 4. MATERIALS AND WORKMANSHIP TO CONFORM WITH STANDARDS AND SPECIFICATIONS OF LOCAL JURISDICTIONAL AUTHORITIES. 5. POWER, PHONE, CABLE AND GAS SERVICE INSTALLATIONS SHALL BE COORDINATED WITH LOCAL UTILITY PROVIDERS 6. ALL WATER INSTALLATIONS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF RALEIGH UTILITIES AND NCDENR. 7. FIRE HYDRANTS MUST BE IN PLACE AND FUNCTIONAL BEFORE COMBUSTIBLE CONSTRUCTION BEGINS ON SITE. RETAINING WALLS THAT ARE GREATER THAN 4 FEET IN 1EIGHT WILL REQUIRE A SEPARATE BUILDING PERMIT GRADING LEGEND EXISTING GRADE EXISTING STORM SEWER PROPOSED GRADE PROPOSED SPOT GRADE YARD INLET OR DROP INLET CURB INLET JUNCTION BOX STORM SEWER TREE PROTECTION FENCE WETLANDS 2240 676 + 2154.75 O THERE SHALL BE NO SOIL DISTURBANCE OR RECOMPACTION WITHIN AREAS DESIGNATED FOR THE TREE PRESERVATION AND PROTECTION FENCING. INCLUDING NO STOCKPILING OF CONSTRUCTION OR OTHER MATERIAL, TRAFFIC, OR BORING SAMPLE ALL SPOT GRADES SHOWN ON STORM STRUCTURES ARE AT GRATE ELEVATION ALL SPOT GRADES ARE LABELED AT BOTTOM OF CURB AND OR ASPHALT GRADE UNLESS OTHERWISE NOTED. ANY UNDERGROUND STORM WATER SYSTEM WILL REQUIRE AN ANNUAL THIRD PARTY INSPECTION AND CERTIFICATION THAT IS TO BE SUBMITTED TO THE TOWN OF GARNER ENGINEERING DEPARTMENT aA MUS T C, L I T Y pRo O�r.�OJ�O o TF0 ' Gam- �O Jw z= D m BEFORE YOU DIG! CONTACT ONE -CALL CENTER 1-800-632-4949 GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) I inch = 60 ft. 240 0 �a Co SITE GARNER STA TION BL VD VI CINI TY MAP 1 "-2000' vvv I Nvl� PRELIMINARY MARCH 16, 2022 FOR REVIEW ONLY NOT FOR CONSTRUCTION Ld F- Q 0 z z0 F Oa 5� U (N w 0 m O z C-3.0 7 N O N m m Z m O D