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', i �I�: 1.1a`t '. `, , , , �,, + G � i - Y �4. ` ` � �\T/�/-,-�� :, r, 41� i�'' �+t`�' •`v�j t,a, :+' � i `t ' �i� 'rJr , � �,- �'` �At. / • . :VA + ,.'. t : v,,, `,�.� :.\ � ,l C `` l \ + '+ice �'$ C ,1 , i' „' . ' • �,•Yy � ` �ttt�.1 , �, , ,'�'r •\•,t `. �'• . `t,C , t, • \ ,t , �r � g. ,y8¢-"� /r,' •r r`�: �'. '','trr�r.-_.,�.�,+`tiy..• 1.• -`S ..'���C.7 5 , �r �r� f" '1. � r. r` rr Fray \ � � ;, � ; ; ; '; , � •HI �i -� ' � ' 1 r , ,1 .•�- ---•-� ` \ '' �'� `i .moi tr` , 17 r , %• t i `, ---------- ✓ a 3 z r A � Z N GENERAL NOTES 1. EXISTING UTILITIES THE LOCATION OF EXISTING SEWER, WATER, POWER, GAS, TELEPHONE, AND 10. ELEVATIONS ON THE PLANS ARE TO DATUM ESTABLISHED BY THE N.G.S. OF OTHER UTILITIES AND STRUCTURES WHICH ARE LOCATED ACROSS, UNDERNEATH, THE N.OAA ALONG AND WITHIN THE LIMITS OF THE PROPOSED WORK ARE NOT NECESSARILY 11. A LONGITUDINAL DROP INLET (ON GRADE) SHALL BE POURED WITH THE ON THEE GRADAS T ADJOININGCURB AND GLITTER UNLESS SHOWN ON THE PLANS, AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. SPECIFICALLY NOTED OTHERWE PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE UNDERGROUND r� PROTECTION CENTER ("MISS UTILITY") AT 1-800-552-7001 AND, AT HIS OWN 12. ALL CONSTRUCTION STAKING WILL BE AT THE CONTRACTOR'S EXPENSE UTILIZING COST, VERIFY THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES A VIRGINIA CERTIFED PROFESSIONAL ENGINEER OR LAND SURVEYOR UNLESS AGREED WITHIN THE LIMITS OF CONSTRUCTION. HE SHALL NOTIFY THE ENGINEER UPON UPON BY THE OWNER IN WRITING. COPIES OF ALL SITEWORK CUT SHEETS ARE TO BE FURNISHED TO ENGINEER FOR HIS REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR IMMEDIATELY IF THERE APPEARS TO BE A CONSTRUCTION CONFLICT OR DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLAN. THE CONTRACTOR SHALL SHALL BE LIABLE FOR ANY ADVERSE CONSEQUENCES IF CUT SHEETS ARE NOT BE LIABLE FOR ALL DAMAGE DONE TO ANY STRUCTURES OR PROPERTY THROUGH PROVIDED TO ENGINEER FOR HIS REVIEW PRIOR TO CONSTRUCTION. COST OF THIS HIS CARELESSNESS OR NEGLIGENCE. ANY GRADE STAKES, HUBS, ETC. DESTROYED REVIEW TO BE BORNE BY CONTRACTOR. WILL BE REPLACED AT THE CONTRACTORS EXPENSE THE CONTRACTOR SHALL NOTIFY THE APPLICABLE GOVERNMENTAL PUBLIC GENERAL WATER & SEWER CONDITION S WORKS AND PUBLIC UTILITY DEPARTMENT AT LEAST 24 HOURS PRIOR TO START 1, WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE OF WORK ON THE PROJECT. CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE 2• MATERIALS AND WORKMANSHIP ALL MATERIALS AND WORKMANSHIP SHALL BE DONE IN ACCORDANCE WITH THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE UNE OF THE PROPOSED WORK ARE NOT NECESSARILY LATEST EDITIONS OF: L (L VIRGINIA DEPARTMENT OF TRANSPORTATIONS "ROAD DESIGN SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL AS NECESSARY. 5" CQN9RETE -d 0.25 :1 MIN. ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES STANDARDS" AND "ROAD BRIDGE SPECIFICATIONS" (B) APPUCABLE ALBEMARLE COUNTY ORDINANCES AND REGULATIONS. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION OF THE GENERAL WATER (C) THE LATEST RULES AND REGULATIONS GOVERNING CONSTRUCTION DEMOLITION AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE: ALBEMARLE COUNTY SERVICE AUTHORITY. AND EXCAVATION AS ADOPTED BY THE SAFETY CODES COMMISSION OF THE 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. COMMONWEALTH OF VIRGINIA AND OOSHA. 5. THE CONTRACTOR SHALL BE RESPONSINBLE FOR NOTIFYING "MISS UTILITY* (1-800-552-7001). 3. DEVIATION FROM PLANS 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF NO DEVIATION FROM THESE PLANS WILL BE ALLOWED WITHOUT PRIOR WRITTEN PIPE, OVER THE CENTERUNE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS APPROVAL OF THE OWNER, ENGINEER AND AFFECTED GOVERNMENTAL AGENCIES. AND WATERUNES, ETC. 4, CLEARING AND GRUBBING 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. A. ALL GROWTH OF TREES, OTHER VEGETATION AND OBJECTIONABLE DEBRIS 8. VALVES ON DEADEND ONES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING SHALL BE CLEARED AND GRUBBED FROM THE PROPOSED PAVED AND BUILDING SUBGRADE­-' JOINT FILLER AREAS AS WELL AS AREAS INDICATED TO BE GRADED ON THE PLANS A FUTURE EXTENSION OF THE LINE. B. ALL CLEARING AND GRUBBING WITHIN THE UTILITY EASEMENTS AND SPECIAL FILL AREAS SHALL BE TO THE LENGTH AND WIDTH NECESSARY TO CONSTRUCT GENERAL CONSTRUCTION NOTE S THE IMPROVEMENTS SHOWN ON THE PLANS. C. ALL TREES, BRANCHES, VEGETATION AND DEBRIS SHALL BE DISPOSED OF ALBEMARLE COUNTY ENGINEERING IN A LEGAL MANNER ACCEPTABLE TO THE OWNER AND ENGINEER. BURNING PERMITS WILL BE OBTAINED BY THE CONTRACTOR AT HIS EXPENSE. 1. PRIOR TO ANY CONSTRUCTON WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION D. ALL TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTANED FROM THE VIRGINIA DEPARTMENT OF INTERSECTIONS SHALL BE REMOVED SO AS TO OBTAIN THE MAXIMUM SIGHT TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS DISTANCE AT EACH INTERSECTION OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 5. TOPSOIL STRIPPING 2. ALL MATERIALS AND CONSTRCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS CONTRACTOR SHALL REMOVE TOPSOIL TO ITS ENTIRE DEPTH FROM ALL OF V.D.O.T. UNLESS OTHERWISE NOTED. AREAS TO BE GRADED AND OR FILLED. HE SHALL STOCKPILE OR REMOVE 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED THE TOPSOIL FROM THE SITE AT OWNERS DIRECTION. EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER 6 GRADING CONSTRUCTION. A. ROADWAYS, EASEMENTS, AND SPECIAL FILL AREAS TO BE GRADED AND 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. COMPACTED TO THE FINISHED SUBGRADE OR GRADES AS SHOWN ON THE 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONAL•VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER PLANS. CONTRACTOR OR OWNER SHALL HAVE REPRESENTATIVE SUBGRADE SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. CBR TEST RUN AND SHALL REPORT TO THE OWNER, ENGINEER, AND ANY AFFECTED GOVERNMENTAL AGENCIES ANY TEST WHICH SHOW A CBR OF LESS 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE THAN 10. IN SUCH CASE ROAD PAVEMENT DESIGN MAY HAVE TO BE RE- COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. DESIGNED TO MEET WITH THE ACTUAL SOIL CONDITIONS ENCOUNTERED 7• ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC B. IF UNSUITABLE MATERIAL IS ENCOUNTERED WITHIN THE ROADWAY, PARKING CONTROL DEVICES. AREA OR ANY SPECIAL FILL AREA, IT SHALL BE REMOVED FROM THE ENTIRE PROPOSED PAVED AREA OR FILL AREA AND REPLACED WITH SELECT BACKFILL 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. WHICH IS SUITABLE FOR ROADWAY (OR BUILDING SITE) CONSTRUCTION AS 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR PER 'VDOT' REQUIREMENTS AND ANY SPECIAL REQUIREMENTS OF THE COUNTY THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). OWNER, ENGINEER, AND ANY AFFECTED GOVERNMENTAL AGENCIES. � C. FILL AND BACKFILL MATERIAL SHALL BE COMPACTED TO 95% STD. PROCTOR DENSITY AT OPTIMUM MOISTURE +-2% UNLESS SPECIFIED OTHERWISE ON THE tsl�: � r� Pte• NOTE: t'a7�fi#.•iE�.ri�.�iEiiEiRT�nr D. ALL GRADING OPERATIONS SHALL BE DONE IN SUCH A MANNER SO AS TO PROVIDE TRANSVERSE CONTRACTION JOINTS EVERY PROVIDE POSITIVE DRAINAGE AT ALL TIMES. 5' AND EXPMISION JOINTS AT NO MORE THAN 20' INTERVALS. E. AT ALL ROAD INTERSECTIONS IN A CUT SECTION, THE BACK SLOPES AND JOINT SEALING D JOINT SEALING VEGETATION SHALL BE CUT BACK WITH AT LEAST 3:1 BACK SLOPES SO AS TO MATERIAL Ems; FT:i MATERIAL PROVIDE THE BEST POSSIBLE SIGHT DISTANCE E� VARIES FACE OF F. STANDARD SPRING BOXES (SB -1) AND UNDERDRAIN SYSTEM (UD -1 UD -2) CURBIN 5" CQN9RETE -d 0.25 :1 MIN. BROOM FINISHED BUILDING WILL BE INSTALLED AT LOCATIONS SHOWN ON THE PLANS AND WHEREVER FIELD CONDITIONS WARRANT. .• .1 ,; ;. ; . ! :. • 7. ' ISOLATION JOINT W/ 0.5" A. ALL PIPE CULVERTS AND STORM SEWER SYSTEMS SHALL HAVE A MINIMUM COVER �': NEWPAVEMENT W/0.5"THICK PREFORMED OF 1 FOOT AND BE MADE OF THE MATERIAL SPECIFIED ON THE PLANS. IF '--COMPACTED SUBGRADE­-' JOINT FILLER THIS PROJECT IS LOCATED IN ALBEMARLE COUNTY, ALL STORM SEWER SHAD. : ' 4" GRANULAR FILL HAVE A MINIMUM OF 4" INCHES AGGREGATE BEDDING MATERIAL A' • 0.5" THICK PREFORMED JOINT FILLER B. BACKFILL FOR ALL UTILITIES WITHIN PROPOSED STREETS SHALL BE PLACED GENERALLY IN ACCORDANCE WITH ALBEMARLE COUNTY UTILITY SPECIFICATIONS. SIDEWALK DE AIL AND THE FOLLOWING CRITERIA 1) NO TRENCH SHALL BE BACKFILLED UNTIL AUTHORIZED BY THE INSPECTOR NO SCALE n v OR OWNER OR HIS AUTHORIZED REPRESENTATIVE. MATERIALS USED FOR Q W BACKFILL FROM THE TRENCH BOTTOM TO 12 INCHES ABOVE THE PIPE Q SHALL BE SELECT MATERIAL, FREE FROM FROST, LARGE CLODS, STONES, AND DEBRIS. IT SHALL BE THROUGHLY AND CAREFULLY COMPACTED TO INSURE A SOUND BACKFILL AROUND AND OVER THE PIPE. 2) BACKFILL SHALL BE COMPACTED BY MECHANICAL TAMPING THROUGHOUT THE DEPTH OF THE TRENCH TO OBTAIN 95% DENSITY AT OPTIMUM MOISTURE+ -2x. THIS IS TO INSURE A SUITABLE SUBBASE ACCEPTABLE FOR PROPOSED STREETS AND PARKING AREAS. 3) IF IN THE OPINION OF THE OWNER, THE ENGINEER OR ANY AFFECTED GOVERNMENTAL AGENCY THE MATERIAL TAKEN FROM THE DITCH IS NOT SUITABLE FOR BACKFILL, IT SHALL BE REMOVED AND ACCEPTABLE MATERIAL USED FOR BACKFIWNG SHALL BE OBTAINED. C. TRENCHES SHALL BE EXCAVATED TO A MINIMUM OF 4 INCHES BELOW THE BOTTOM OF THE BARREL OF THE PIPE AND A BEDDING SHALL BE PROVIDED AND INSTALLED OF SELECT MATERIAL SUITABLE TO MEET VDOT PB -1 PIPE INSTALLATION REQUIREMENTS. TRENCHES SHALL NOT BE CUT OVER 16 INCHES WIDER THAN THE OUTSIDE DIAMETER OF THE PIPE UNLESS AN UNSUITABLE FOUNDATION MATERIAL IS ENCOUNTERED 8. BASE AND PAVEMENT ITEMS A. SUBGRADE MUST BE CHECKED BY AFFECTED GOVERNMENTAL OFFICIALS, AND OWNER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS APPLIED. B. BASE AND PAVEMENT MATERIALS SHALL MEET ALL 'VDOT' SPECIFICATIONS AND SHALL BE APPLIED IN ACCORDANCE WITH THE CURRENT 'VDOT' SPECI- FICATIONS. ALL MATERIALS MUST BE TESTED AND APPROVED BY 'VDOT' OR APPLICABLE GOVERNMENTAL AGENCY OFFICIALS PRIOR TO EMPLACEMENT. C. PAVING OPERATIONS SHALL NOT BE STARTED BETWEEN NOVEMBER 15 AND APRIL 1 WITHOUT WRITTEN AUTHORIZATION OF ALBEMARLE COUNTY OFFICIALS AND THE OWNER. D. WHEN USING PUG MILLED AGGREGATE BASE MATERIAL WHICH IS TESTED BY 'VDOT' OFFICIALS AT THE PLANT, THE TEST WILL BE GOOD FOR 90 DAYS ONLY. ADDITIONAL "IN PLACE" TEST SHALL BE MADE AFTER 90 DAYS. E. WHEN LOCAL BASE MATERIAL (TYPE II) IS PROPOSED FOR ROAD BASE, IT SHALL BE TESTED AND APPROVED BY 'VDOT' OFFICIALS PRIOR TO BEING USED. OWNER AND ANY AFFECTED GOVERNMENTAL OFFICIALS SHALL ALSO CHECK AND APPROVED LOCAL BASE MATERIALS FOR DEPTH, COMPACTION, AND CONSISTENCY ONCE IT HAS BEEN PLACED IN ROADWAYS. 9. ALL ENTRANCE PERMITS TO PUBLIC ROADS MUST BE OBTAINED BY THE CONTRACTOR AT HIS EXPENSE PRIOR TO CONSTRUCTION. ALL OTHER PERMITS NECESSARY TO UNDERTAKE THIS PROJECT MUST BE OBTAINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION (AT THE CONTRACTORS EXPENSE). NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND` SIX (8) INCHES. ABOVE GRAIX. TYPICAL GATE VALVE NTS. FIG. W -b 2" FM -12.5A ASPHALT T�UTKMI 6" VDOT X121 -B STONE "-UBGRADE TO BE COMPACTED j -'Ib 95% STD. PROCTOR DENSITY-' O 2t OPTIMUM MOISTURE PAVEMENT DETAIL 'A' NO SCALE ( DRIVE AISLES/ PARKING STALLS) 2" FM -12.5A ASPHALT 4" BM -25 8" VDOT STONE SUBGRADE TO BE COMPACTED 0 95% STD. PROCTOR DENSITY O 2f OPTIMUM MOISTURE PAVEMENT DETAIL 'B' NO SCALE (MAIN DRIVE ACCESS) 7" AIR ENTRAINED 3000 PSI CONCRETE WITH W4.OxW4.0, 6"x6" WELDED WIRE FABRIC I l- CRUSHED AGGREGATED BASE COURSE VDOT# 21B \_ COMPACTED SUBGRADE NO SCALE HANDICAPPED PARKING 5" 8" Id TOp Vtaw G* PRECAST CONC. -NEW BITUM. CONC. CURB STOP PAVEMENT 7.5" 18", #8 ANCHOR BARS • 10' PER 10' RAMP DOWN PLAN RAMP DOWN CROSS SECTION LCG-2/6 (TYP. OR MONOLITHIC POUR SIDEWALK �I / CURB (1 U HP CUR CUT • s �: CQNCRVE : SIIIJEWi4 V. in kR PLAN HANDICAPPED ACCESS (HP CURB CUT) NO SCALE NOTE: CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN MAXIMUM 2% GRADE IN ANY DIRECTION IN PARKING AREA. ALSO THE MAXIMUM ALLOWABLE CROSS SLOPE OF ANY ACCESSIBLE ROUTE TO BUILDING FROM PARKING AREA IS 2%. HANDICAPPED SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY HANDICAPPED PERSONS. THE LOWER EDGE OF SIGNS SHALL BE AT LEAST FOUR (4) FEET ABOVE -GRADE, BUT NO HIGHER THAN SEVEN (7) FEET ABOVE -GRADE. HANDICAPPED PARKIN Slym (USE "VAN" ACCESSIBLE SIGN WHERE DESIGNATED ON PLANS) ni inn e. P_I ITTCD NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES - MUELLER CENTURION (A-423) I VILLE THREADS WHICH IS Q OR APPROVED EQUAL THE LOCAL STANDARD. 1 - LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270•) 7 CU. F.T. 8• ALVE BO GRAVEL 36"MIN ;; 6" GATE •�.� VALVE e. TEE 2500 P.S.I. CONCRETE ' BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN 3/4" THREADED RODS MAIN IN ALL INSTALLATIONS, A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE, IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3 FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. Fire hydrants shall be installed at locations where weep holes are above the praoailing groundwater elevation. If required to be in wet areas, the weep holes shall be plugged and the hydrant shall be pumped dry. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. Effective August 18, 2005 FIC. W-4 A'1 -2" RADIUS CONC. TO BE CLASS A-3 : a co IF CAST IN PLACE, DO °' : SURFACE CLASS A4 IF PRECAST BASE A4 SUBBASE 6 V.D.O.T. STD. CG -2 NO SCALE OV 0 � � e I PUta , • I a f • . 1' J I z FOR ALL BEN_I) F T ." WIDEN TRENCH TO ACCOMMODATE ANCROR IF REQUIRED. 'Aar Des M x � `� � • l a x Q SECTION 1-1 SECTION 9-g I. THRUST ARE IIEQUM WAICFIENFit THE PIPELMIE : CHANGES DIRECTION. CHAN 505:. OM D= AND AT VALVILL 2. USE 2500 P.S,L. CONCRETE. 3. NO CONIWIE SOIL BE POURED ON ANY PARI` OF 1ME AW. 4. THE CONSULTMIG EMOAfER SMALL BE RWOHMI TO THE VOWY 'ME TYPE AI SZE OF ALL THRUST 8L0CM CONCRETE THRUST BL!2CKS HTS no, W -3 PIPE OEOREE BEND D0�]IISIONS VOL, TEE AND PLUOS vol t SIZE � CU.YD. Cu.YD. L H i L T !0 2.50 2.50 3:01 0.24 4" 2:11/2 2.00 i0�0 2z',5�2 Daio x.oQ 2.25 &60 a15 111/. 1.¢0 20Q z.eo ala 0 3.60 ale a:z1 ass - a. 48 z.d6 2.66 2.n o2e 221/2 I.se 2.1e II.09 0.13 3.18 x.91 2.iE a32 It 1/4 1.6d 2'16 2.87 a13 W 4.e3 3.83 3:42 0.83 41(f 8 jr 49 3'33 S•5d 3'96 0.'t'T 3.AS 4.DO 2d3 0.52 !j. 221/2 2.33 MINIUM 4' NMINItI/MI <" ININIIAIJ#1 Side VfMY • r 401*+um C•rvllaatlon of On l 'I ('. • iarni.etlon rrhlrte'eM A� � i � • , c�. CalwnFsad St.al Bwm, W12 x 14 (n11n.Who) ., S rrrkl. par»trailan into unsGatslrbed � 45. 5er+r� Authority°� by the � • j TYPICAL THRUST BLOCK IN FILL AREA Nrs FIR, Wt3-8 FIRE LANE LOCATIONS SHALL BE CLEARLY INDICATED ON THE SUBMITTED SITE PLAN. YELLOW CURB MARKING AND APPROVED SIGNS, POSTED AT 75' TO 100' INTERVALS ARE THE STANDARD MEANS BY WHICH TO DELINEATE FIRE LANES. 12" NO PARKING FIRE � LANE N REFER TO THE VIRGINIA MANUAL TOWING OF UNIFORM TRAFFIC CONTROL ENFORCED DEVICES FOR STREETS AND HIGHWAYS SIGN COLORS: RED LETTERS do BORDER ON A WHITE REFLECTORIZED BACKGROUND LETTERS: I TWO (2) INCH "C" YELLOW CURB MARKING SERIES FIRE LANE DESIGNATION DETAILS NO SCALE 6" 2' - 0" 2" 3000psi AIR L2" DIUS ENTRAINED '- CONCRETE I • `-4" #57 STONE BEDDING V.D.O.T. STD, USE 3 STRAPS AS SHOWN. ELEVATION PAINT ALL EXPOSED STEEL WITH COATS OF BITUW HART FOR PP R VERTICAL BLOCKING � caet� tsl�: � r� cls e� t'a7�fi#.•iE�.ri�.�iEiiEiRT�nr ' D i� E'er.• F-3i's Ems; FT:i E+i E� IZA"• EYE.•, E�Li E'$• Ei n v Q W Q Z•ea z.dd a24 11 1/4 1.113 2.33 2.04 atb MINIUM 4' NMINItI/MI <" ININIIAIJ#1 Side VfMY • r 401*+um C•rvllaatlon of On l 'I ('. • iarni.etlon rrhlrte'eM A� � i � • , c�. CalwnFsad St.al Bwm, W12 x 14 (n11n.Who) ., S rrrkl. par»trailan into unsGatslrbed � 45. 5er+r� Authority°� by the � • j TYPICAL THRUST BLOCK IN FILL AREA Nrs FIR, Wt3-8 FIRE LANE LOCATIONS SHALL BE CLEARLY INDICATED ON THE SUBMITTED SITE PLAN. YELLOW CURB MARKING AND APPROVED SIGNS, POSTED AT 75' TO 100' INTERVALS ARE THE STANDARD MEANS BY WHICH TO DELINEATE FIRE LANES. 12" NO PARKING FIRE � LANE N REFER TO THE VIRGINIA MANUAL TOWING OF UNIFORM TRAFFIC CONTROL ENFORCED DEVICES FOR STREETS AND HIGHWAYS SIGN COLORS: RED LETTERS do BORDER ON A WHITE REFLECTORIZED BACKGROUND LETTERS: I TWO (2) INCH "C" YELLOW CURB MARKING SERIES FIRE LANE DESIGNATION DETAILS NO SCALE 6" 2' - 0" 2" 3000psi AIR L2" DIUS ENTRAINED '- CONCRETE I • `-4" #57 STONE BEDDING V.D.O.T. STD, USE 3 STRAPS AS SHOWN. ELEVATION PAINT ALL EXPOSED STEEL WITH COATS OF BITUW HART FOR PP R VERTICAL BLOCKING � caet� tsl�: � r� cls e� t'a7�fi#.•iE�.ri�.�iEiiEiRT�nr ' D i� E'er.• F-3i's Ems; FT:i E+i E� IZA"• EYE.•, E�Li E'$• Ei n v Q W Q CG -6 NO SCALE o s>tA ANCHOR BOLT ON CENTER LINE OF SND. - FOR SEWS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR Id" BEND 3" 11QEAD 6xi'' t EXTRA STEEL'PIPE +OUS PAINT. Ir B N W= EIOL�'150 7G FACE � BI^a. CHOk 1 Z N W g 04 01 W W La. Q N N O N • Z W J ~ Q Q Z W Z F - Z U � Q (� Z > Ed 3:: O'Lj d ~ O H Z V) N O O I- F- Q v O 0:� W Z O m � LL_J a J O U 0 m W -j Z F- O O O co N.. .. \ Y 00 W W 00 Q .. ZY _ H C7 O W m 0 � w U U A O (n (P � J J H � �z a �'11 t03 � O O O co N.. .. \ Y 00 W W 00 Q .. ZY _ H C7 O W m 0 � w U U A O (n (P � J J H � �z a �'11 t03 n v Q W Q J N J o � ■. O N V_ CY00 ) N H- N � N N O w Q W Z --% CL d. N > M W z o 0) NJ Z 00 J Q U � W W I0 00 r 0 00 UPPER YERTICAL BENDS L 40 n v ES -1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ES -3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES -4 A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON SITE AT ALL TIMES. ES -5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ES -6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES -7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ES -8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES -9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. SILT FENCE NOTES Silt fence and filter fabric must be entrenched. Post for silt fences shall be either 2.5 x 2 inch diameter wood or 1.25 pounds per linear foot steel with a minimum length of 5 feet. Steel post shall have projections for fastening wire to them. Wire fence reinforcement for silt fences using standard strength filter cloth shall be a minimum of 42 inches in height, a minimum of 14 gouge and shall have a maximum mesh spacing of 6 inches. Post shall be spaced a maximum of 10 feet apart at the barrier location and driven securely into the ground (min. of 12 inches) when extra strength fabric Is used. Without the wire support fence, post shall not exceed 6 feet. When extra strength filter fabric and closer post spacing are used, the wire mesh support fence may be eliminated. In such a case, the filter fabric is stapled or wired directly to the post. Sediment must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence or filter barrier is no longer required shall be dressed to conform with the existing grade, prepared and seeded. Under no circumstances should silt fence be constructed in live steams. Silt fence shall be removed upon completion of the project. E & S UTILITY NOTES All excavated material is to be place on the uphill side of trench. All storm and sanitary sewer lines not in streets are to be mulched and seeded within 7 days after backfill, no more than 500 feet are to be open at one time. Construction access roads shall be located on the uphill side of the trench or over the trench whenever possible. All construction discharge water shall be adequately filtered to remove silt prior to discharge into waterways and wetlands. All streams crossing and stream diversions require environmental approval prior to any instream construction (see IN -STREAM NOTES). SEEDING NOTES All stabilization/seeding will be accomplished in accordance with the Virginia Erosion and Sedimentation Control Handbook. Any disturbed area not paved, sodded, or built upon, will have a minimum of 80% vegetative cover prior to final Inspection, and in the opinion of the Environmental Engineer will be mature enough to control soil erosion satisfactorily and survive severe weather conditions. Stream diversion areas, waterways, banks and related areas will be seeded and mulched immediately after work in watercourse is completed. In no case shall wetland areas be reseeded with any species of fescue. Winterization - any disturbed area not paved, sodded or built upon by October 15 is to be seeded and mulched on that date unless waived by the Environmental Temporary seeding will be applied within 7 days to denuded areas which may not be at final grade but will remain dormant (undisturbed) for longer than 30 days. For temporary seeding use 5OX of the recommended rates of fertilizer, lime and full amount of seed and mulch required for regular seeding. Electric power, telephone, and gas supply trenches are to be compacted, seeded and mulched within 7 days after backfill. All temporary earth berms, diversions, and silt dams are to be mulched and seeded for vegetative cover immediately after grading. Straw or hay mulch is required. The some applies to all stockpiles, on site as well as soil (intentionally) transported from the project site. LIME AND FERTILIZER Lime and fertilizer needs should be determined by soil tests. Soil tests may be performed by the Cooperative Extension Service Soil Testing Laboratory at VPI&SU, or by a reputable commercial laboratory. Information concerning the State Soil Testing Laboratory is available from county extension agents. Under unusual conditions where it is not possible to obtain a soil test, the following soil amendents will be applied: Limo. 2 Piedmont and Appalachian Region: 2 tons/acre pulverized agricultural grade limestone (90 lbs./1000 ft. ). Note: An agricultural gra of limestone should always be used. Fertilizer 2 Mixed grasses and legumes: 1000 lbs./acre 10-20-10 or equivalent nutrients (23 lbs./1000 ft. ). 2 Legume stands only: 1000 lbs./acre 5-20-10 (23 lbs./1000 ft. ) is preferred; however, 1000 lbs./acre of 10-20-10 or equivalent may be used. Grass stands only: 1000 lbs./acre 10-20-10 or equivalent nutrients, (23 lbs./1000 ft. ). Other fertilizer formulations, including slov!-release sources of nitrogen (preferred from a water quality standpoint), may be used provided they can supply the some amounts and proportions of plant nutrients. Incorporation - Lime and fertilizer shall be Incorporated into the top 4-6 inches of the soil by discing or other means whenever possible. For erosion control, when applying lime and fertilizer with a hydroseeder, apply to a rough, loose surface. EROSION CONTROL MEASURES GENERAL DESCRIPTIONS TEMPORARY STONE CONSTRUCTION ENTRANCE: A stone pad, located at points of vehicular Ingress and egress on a construction site, to reduce the soil transported onto public roads and other paved areas. SILT FENCE: A temporary sediment barrier constructed of posts, filter fabric and, in some cases, a wire support fence, ;placed across or at the toe of a slope or in a minor drainage way to intercept and detain sediment and decrease flow velocities from drainage areas of limited size; applicable where sheet and rill erosion or small concentrated flows may be a problem. Maximum effective life of 6 months. STORM DRAIN INLET PROTECTION: The installation of various kinds of sediment trapping measures around drop inlets or curb inlet structures prior to permanent stabilization of the disturbed area; limited to drainage areas not exceeding one acre, and not intended to control large, concentrated stormwater flows. CULVERT INLET PROTECTION: A sediment filter located at the inlet to storm sewer culverts which prevents sediment from entering, accumulating in and being transferred by the culvert. It also provides erosion control at culverts during the phase of a project where elevations and drainage patterns are changing, causing original control measures to be ineffective. TEMPORARY DIVERSION DIKE: A ridge of compacted soil constructed at the top or base of a sloping disturbed area which diverts off-site runoff away from unprotected slopes and to a stabilized outlet, or to divert sediment -laden runoff to a sediment trapping structure. Maximum effective life is 18 months. TEMPORARY FILL DIVERSION: A channel with a supporting ridge on the lower side, constructed along the top of an active earth fill constructed In order to divert runoff away from the unprotected fill slope to a stabilized outlet or sediment trapping structure; applicable where the area at the top of the fill drains toward the exposed slope and continuous fill operations make the use of a TEMPORARY DIVERSION DIKE infeasible; maximum effective life is one week. TEMPORARY SEDIMENT TRAP: A small ponding area, formed by constructing an earthen embankment with a stone outlet across a drainage Swale, to detain sediment -laden runoff from small disturbed areas for enough time to allow most of the suspended solids to settle out. Maximum effective life is 18 months. OUTLET PROTECTION: The installation of riprap channel sections and/or stilling basins below storm drain outlets to reduce erosion and under -cutting from scouring at outlets and to reduce flow velocities before stormwater enters receiving channels below these outlets. RIPRAP A permanent, eroslon-resistant ground cover of large, loose, angular stone installed wherever soil conditions, water turbulence and velocity, expected vegetative cover, etc., are such that soil may erode under design flow conditions. ROCK CHECK DAMS: Small, temporary Stone dams constructed across a drainage ditch to reduce the velocity of concentrated flows, reducing erosion of the Swale or ditch. Limited to use in small open channels which drain 10 acres or less; should not be used in live streams. TOPSOILING: Preserving and using topsoil to provide a suitable growth medium for vegetation used to stabilize disturbed areas. Applicable where preservation or importation of topsoil is most cost-effective method of providing a suitable growth medium; not recommended for slopes steeper than 2:1 unless additional measures are taken to prevent sloughing and erosion. TEMPORARY SEEDING: Establishment of temporary vegetative cover on disturbed areas that will not be brought to final grade for periods of 30 days to one year by seeding with appropriate rapidly -growing plants. PERMANENT SEEDING: Establishment of perennial vegetative cover by planting seed on rough -graded areas that will not be brought to final grade for a year or more or where permanent, long-lived vegetative cover is needed on fine -graded areas. TREE PRESERVATION AND PROTECTION: Protecting existing trees from mechanical and other injury during land -disturbing and construction activity to ensure the survival of desirable trees where they will be effective for erosion and sediment control and provide other environmental and aesthetic benefits. DUST CONTROL• Reducing surface and air movement of dust during land disturbance, demolition or construction activities in areas subject to dust problems in order to prevent soil loss and reduce the presence of potentially harmful airborne substance. MANAGEMENT STRATEGIES I. Construction will be sequenced so that grading operations can begin and end as quickly as possible. 2. Sediment trapping measures will be installed as a first step in grading and will be seeded and mulched immediately following Installation. 3. Temporary seeding or other stabilizaton will follow immediately after grading. 4. Areas which are not to be disturbed will be clearly marked by flags, signs, etc. 5. The job superintendent shall be responsible for the installation and maintenance of all erosion and sediment control practices. MAINTENANCE In general, all erosion and sediment control measures will be checked daily and after each significant rainfall. The following items will be checked in particular. 1. The sediment traps will be checked regularly for sediment cleanout. 2. The grovel outlets will be checked regularly for sediment buildup which will prevent drainage. If the gravel is clogged by sediment, it shall be removed and cleaned or replaced. 3. The silt fence barrier will be checked regularly for undermining or deterioration of the fabric. Sediment shall be removed when the level of sediment deposition reaches half way to the top of the barrier. 4. The seeded areas will be checked regularly to ensure that a good stand is maintained. Areas should be fertilized and reseeded as needed. EROSION CONTROL NARRATIVE THIS PROJECT CONSISTS OF A 3 STORY HOTEL BUILDING WITH 98 PARKING STALLS AND AN ACCESS DRIVE FROM ROUTE 29 (SEMINOLE TRAIL) AS WELL AS FROM TIMBERWOOD BOULEVARD. APPROXIMATELY 1.97 AC. OF THE 1.97 AC. PROJECT AREA WILL BE DISTURBED DURING CONSTRUCTION. THE PROJECT IS LOCATED WEST OF THE INTERSECTION OF ROUTE 29 (SEMINOLE TRAIL) AND AIRPORT ROAD. CRITICAL EROSION CONTROL AREAS: THE FIRST MEASURE OF EROSION CONTROL WILL BE THE INLET PROTECTION AND THE PAVED CONSTRUCTION ENTRANCE. DUST CONTROL IF DUST BECOMES A PROBLEM DURING CONSTRUCTION, A WATER TRUCK WILL BE REQUIRED ON-SITE AT ALL TIMES, AND DUST MUST BE CONTROLLED IN ACCORDANCE WITH STD. do SPEC. DUST CONTROL, IN THE LATEST VERSION OF THE VA EROSION AND SEDIMENT CONTROL HANDBOOK. N.OTE: ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. NOTE: NO OFF-SITE AREAS WILL BE DISTURBED AS PART OF THIS PROJECT. NOTE: EXISTING STORM PIPES O ROUTE 29 SHALL BE CHECKED FOR SEDIMENT BUILD-UP AND FLUSHED AS NEEDED PRIOR TO RELEASE OF BONDING. EROSION CONTROL QUANTITIES (FOR COUNTY BOND PURPOSES ONLY) TEMP. CONSTR. ENTRANCE LF SILT FENCE EA INLET PROTECTION CE EXTRA STR (WITHOUT WIRE) TOTAL ESTIMATE _ ESTIMATED E.C. BOND AMOUNT = ® $1500/EA= $ ®$ 4/LF= S ® S 50/EA= $ -------------- $ $ 1 EXIST. AVREGATE 3' X5:1 PA, EMEI ­ ' MIN FILTER CLOTHwm \(O UNTAB) BERM TIONA EXIST. GROUND SIDE ELEVATION 0' MIN, WASHRACK 1 IN. 12MIN.* 1-y 1%. PAVEMEN POSITIVE DRAINAGE 1 ADO 1 TO SEDIMENT M N. E AGXEGATE TRAPPING DEVICE PLAN VIEW (SEE PLATE 3.02-1 OF THE VA. EROSION AND SEDIMENT CONTROL HANDBOOK (1992) FOR ADDITIONAL DETAILS.) STANDARD STRENGTH FILTER CLOTH FABRIC S© TEMPORARY SILT FENCE STD. do SPEC. 3.05-2 Leda 1 conitruction notes for $tolrmwolter Management pl*ns 1.All `dams: and construCtW'"h sp be within 9�° t":; e foo alcimiim, der ttensity silo 2 f of optirxtum Moisture ....ism ddn t ens All; fill akatmial to :be aPFI'oved by a:tatttioat engineer. A: ,geoteclu>lieAl engineer is to :be present .during rotist�trtion of dwns, . P pt and riser joints are. be w#terd& within sec 'we t n`t oil facilities.. 3. Forlemporay sediment traps or. basins which are to be v onvertod to permanent. st ormwater management Wilities cQuy0nion is not to take O ee wtil the.,site is stabilized, and peimisWOn bas been obtainedGom the Cou4ty eros control inspector. DROP INLET WITH GRATE X ELEVATION OF STAKE AND FABRIC ORIENTATION BLOCK AND GRAVEL IP -2 CURB INLET SEDIMENT FILTER STD. & SPEC. 3.07-1 DROP INLET PROTECTION CURB IN WIRE SCREEI Z * GRAVEL FILTER RUNOFF WATIiR OVERF WITH SEDIMENT. BLOCK • iA'T.!i -1 TWT I .1� FILTERED WATER RB INLET WIRE SCREEN -X46 WOOD STUD Speciflc Application This method of inlet protection Is applicable at curb inlets when overflow capability Is necessary to prevent excessive ponding in front of the structure. *Grovel shall be VDOT #3, #357, or #5 coarse aggregate. BLOCK AND GRAVEL IP -2 CURB INLET SEDIMENT FILTER STD. A SPEC. 3.07-8 ra%. co ailr�at#idn notes: or xosa<n1 and'Setlinient.Control: plAns. nn 2 x 4 WOOD FRAME The plan ap'pr*yirlg authority must lie notified one week .prior tQ e prig onstroct Qn conference, one Week priorto tl?e aQl ttcement of land d SUU-bing a�etrvity, and one creek prior to iho' final insp4Ctioa. All CtOsioband. sed ntcnt control measurq will. be. constructed and maintaiited according to .. m>>arrrtum atandaxds and specific tions of the Virginia.Eros on and Sediment Handbod and Virg�1aia,, l Plat ons VR 625,M 00. Erosion, Sediment Control 3.. All ewl and sedirnentroontrol mea=,es are to be placed prior to or as tthe first step-in cl Ana.g., 4. A <Copy of the. approved erosion and sediment control -plan shall be maintained on the site at all' naeS" S. Prior to crainmencing land dishubing aetiyit es int areas other Haan indicated on these plans (including, but`n4t muted t% off -site -borrow or waste areas), the contractor shalt submit a supplementary erosilon control Plan to,the owner for review arid, approval by the plan approving authority. 6' The contractor :s te:aarible for installation. of any addil<anal erosion,coatrol measures ne awry tQ peeve exaaion.and' sedimentation as4etermiriod by the pian approving autliQrity. 7. All distwrbed tress are to drain to ,approved sediment control measures at all; times during land; dishing activities. and during .site developmte>s►t until f nal stabilization is achieved. S: During dewatering opmrations, water Will:be.piimped.iato an. approved filtering device., 9. The eantractQr shall inspect alit erosion control MeaJW0 periodically and L after each rttntoff produeing rainfalX: event#: Any Aec# ssarymmirs or cleanup to maintainthe effectiveness of the erosion Control deVioes.shaltbe Made.lxinrlaediately. 1.0. .All l' li material tobetaken fir+ an a rcaued, designated; bo=W area. I 1 Ali wasie materials. shall. be taken to an ap roved waste area. Earth lilt shall be inert materials onto; free Qroots, stuns, wood, �ubbish,.and other debris, 12, Borrow or waste areas,arc tg be -,T0 el;i within 7 days of completion per 2©n ag Ordinance section 5..1.28, I.3. All inert materials shall 11 t apoirted.in coxnplial ce'vwitb .section 1.3-:3.011 of the Code of Albemarle: 14. Borrow, X11 or, waste activity ativalvin ztdttstrial-type pourer enuipmOnt 1aha11 be limited to the hours of 7 -Mali to 9`00pm 15 BofrQW, ill or waste aefivity shall be conducted in ;& safe. manner than► maintains: Lateral support or'brdo to MihitriiZa io hazard to l3P Y. personls; physical damage to,4jacew land and iinprovex tts,,and damage to im' public street because o slides, sinlang, or Collapse. 16. The dev sh l elm a 1 r serve rpt tO install ttiaintain, remove car convert to permanent Stortttwater tnanageWent faoi`l}ties where applicable all erosion control; zneasures required. b this. lan-re -regardless: the saleof air : Icy unit,:building or other cation of,theproperty. Y P 1 y� � g p 17. "temp _stabilao71i shall be #cnapQltaty seeding and mulching.eedin is:to be at 7 lbsa+cre; and ,iva to mons of Septeznbe to February to consist a 5t}tQ mix of Annual Ryegrass d Cai`tntezr',ye;:cr.in t+rch and April to calixsxst,of nua1 Rye, or May thrrn h August consist Qf Qea man Millets Straw mulchis to be applied at 801bs/1003 f. ,4tteriaatives are subject &Apjm�ved byAhe.Cotmty erosion control .iizspeCtar.. 1.13: Permment.t%bil' tiro 's ll.bO lite 400 `fc it er, permanent seeding; and mulch. A. g0c, Mico grade limestone sllall'be,applied at 901bst1d0Osf, incorporated irIto the top 4-6 inches of. oiL Fertilizer shall b Applied at 0001bs/acre and consist.of a =10-20-10 nutrient mise. Permanewsoodingsb411 be ztpplred at I$4lbw creL and consist of 5% Kentucky 31 L or Tai1.Fe$cue and 41-5% 1'erexmial Ryegrass.or KeAtUcky Bluegrass. Strata mulch is to be applied at BDIW I003f. A:ltettativ sure $,Ubje0 to appr, ved by the. C,t umy erosion control inspector. 19.. Maintenance: All measures are .to be inspected 'weekly and, ailek` each :rainfall. Any damage or eloggin$ to attuenlral rnessus is tote repair irnmediately. Stet traps at-e:to be cleansed. when 504 of:,* wet storage vdlume is filled, with sediment. A it seeded areas are to be reseeded wheit neceslyair3f to achieve it ;good staad €>if grass. Silt.fejlceL and diversion dykes 'witicli am;..940 .xng'sedxmeat c hitlitheir height must be cloned and mired immediately. 20. All;temporaryetos1011' and ndiment.cmtrol'tncasures are to be renaovedd �wi '" 0 d $ of tbin Ay final stfie slabtltn; volae tneasirires are .no linger needed, subject to :approval by the County erosion cotitrot inspector, I (n Z O _N W IY Z 0- O O N00 \ W Q W 00 .. Z Y .. H 0 o LU m O W (aj C=j 0 000 - V) x f, _J H o Z O�iY00 J a N ..� O V_ .. 0 N J !. N W V� 00 N O M � N N O ca a Oo W Z `^ W � � v L. IL M W z 0 � J Q Z O F- 00 ..1 N V W w M 00 000 00"N 0- v 0)I J W• LLJ J N W Li Q F- W Z N y Z �tl c� O O N00 \ W Q W 00 .. Z Y .. H 0 o LU m O W (aj C=j 0 000 - V) x f, _J H o Z O�iY00 J a N ..� O V_ .. 0 N J !. N W V� 00 N O M � N N O ca a Oo W Z `^ W � � v L. IL M W z 0 � J Q Z O F- 00 ..1 N V W w M 00 000 00"N 0- v J W F- Q W Z W Z c� (n Z > W ~ �0 F- Z Z N O _I U X W W O M LLJ F-- :2 _J Q O O J U V O = m Z J a O Q N O X W O O N00 \ W Q W 00 .. Z Y .. H 0 o LU m O W (aj C=j 0 000 - V) x f, _J H o Z O�iY00 J a N ..� O V_ .. 0 N J !. N W V� 00 N O M � N N O ca a Oo W Z `^ W � � v L. IL M W z 0 � J Q Z O F- 00 ..1 N V W w M 00 000 00"N 0- v .rrrr.....w........ryr...rrtK....�!�w..�.5:,✓s/�r�� ._—�+l�Qq`.•,.► � �-�' I � � FUTURE PARKING & BUILDING ® 1793 L.F. OFSILT FENCE �I IVA {\. { I' 4L I hVIZ NEI I • �• I i�` ...................... { Mml It'd 31 !' -/ wY�t . i3' � i a`?1 rzF :zri�F tt�'fi •+ 1 � e;, �y� r; �� 1 ~i1ArU1 Awl, 'I'llow ism �� l :ailion■ C.W. HURT / / A �I 1:BASIN #1 w .. I TMP 324 1 D3 Ism 1 ` WN ■ noir;;,n;l;,�r�r.r.--���Irr�..n.•...;;li��.: z i iovlrrrw'� r Ami► ." _ N :� � .i V Mg AD o7j, WA in mai•; __„r� "i i r II ��II IIIIIII�IIIIIII III�II n'"..�A►` IIII ■IIS �Illn oi�nrr � ����� ����� '" .mow INITIAL EROSION CONTROL PLAN CONSTRUCTION SEQUENCE 1. THE SITE CONTRACTOR, ONCE RELEASED BY ALBEMARLE COUNTY ISPECTIONS, SHALL INSTALL THE TEMPORARY CONSTRUCTION ENTRANCE OFF EXISTING ACCESS FROM TIMBERWOOD BLVD. THE CONTRACTOR SHALL USE THE EXISTING ENTRANCE AT TIMBERWOOD BLVD. 2. TREE SAVE PROTECTION AND BARRIERS SHALL BE INSTALLED ALONG/AROUND DESIGNATED TREE LIMITS. 3. CONTRACTOR SHALL INSTALL SILT FENCING ALONG OUTER PERIMETER OF PROPERTY LINE AND/OR TOE OF FILL SLOPE LIMITS. 4. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 5. ONCE SILT FENCE AND INLET PROTECTION IS IN PLACE, ALL AREAS OF CUT AND FILL SHOWN ON GRADING PLAN SHALL BE COMPLETED WITH APPROPRIATE EROSION CONTROL MEASURES INSTALLED ONCE EACH CONSTRUCTION TASK IS COMPLETED. 6. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 7. ENGINEER AND ALBEMARLE COUNTY INSPECTIONS SHALL BE NOTIFIED OF ANY EXCESS DIRT MATERIALS TO BE STOCKPILED ON SITE TO MODIFY EROSION CONTROL PLAN. NOTES: 1. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DA YS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 2. NO OFF-SITE AREAS TO BE DISTURBED AS PART OF THIS PROJECT. 3. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL AND MAINTAIN ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS TO THE SALE OF ANY LOT. 4. ALL ACCESS TO SITE EXCEPT FOR THE APPROVED CONSTRUCTION ENTRANCE SHALL BE BLOCKED IN A MANNER THAT WILL NOT ALLOW ACCESS TO THE SITE. OVERALL EROSION CONTROL PLAN CONSTRUCTION SEQUENCE 1. ONCE INITIAL EROSION CONTROL MEASURES ARE COMPLETED CONTRACTOR CAN BEGIN OVERALL PROJECT EXCAVATION. 2. INSTALL STORM PIPE AND INLET SYSTEM WITH APPROPRIATE INLET PROTECTION. AFTER THE AREA IS STABILIZED, THE TEMPORARY SILT TRAP CAN BE FILLED. 3. MAINTAIN CONSTRUCTION ENTRANCE, SILT FENCE AND TREE PORTECTION. 4. BUILDING CONSTRUCTION, SITE UTILITIES, CURB AND GUTTER INSTALLATION SHALL BE COMPLETED. 5. BACK FILL OF CURB AND FINE GRADING OF SITE SHALL BE COMPLETED CONTRACT BASE STONE AND PAVEMENT INSTALLED. 6. ALL SITE STABILIZATION AND LANDSCAPING TO BE COMPLETED. ONCE RELEASED BY ALBEMARLE COUNTY INSPECTOR, ANY REMAINING EROSION CONTROL MEASURES SHALL BE REMOVED AT INSPECTOR'S DIRECTIONS. 7. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED PER LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HAND BOOK. E & S LEGEND - —WL—LM- LIMITS OF DISTRUBANCE X SILT FENCE CE CONSTRUCTION ENTRANCE IP - 1 SILT FENCE DROP INLET PROTECTION IP - 2 BLOCK & GRAVEL CURB INLET PROTECTION os La W Li Q It = O U .. N N � in z W a_I— Z Z Z J Z U o ceO V) Z > Z Iw 3:: . O — O E-- ~' ZZ mo O W W U � 0 m J � J < W p U O W -� = m Q I— Q W Q � O 0 0% I 0 00 19 .. 00 I 0 w Q Li 00 .. Z Y .. Li .. U 4k Z Q 2 o o �JOD� H J Q O � N J O .. O N J N W co N V) N O o� Q co p� W Z ^ W La � v L N > M W z o 2 0 9 1 J N v W w I 0 co co �1 (ON-SITE) AM, 4- r P FJ�S OJ�� S� r� �ti �4a�ti . y. 4*4 \ V6# U AW i n 40 0 40 80 SCALE IN FEET N 0 _y W cics a J O `W ti 2 O U y I ' LLJ Z Z W Z _ Z - c � Z > F_ E-- -� :D o z N O 0 J � Q U W 0 a � J Q � O - W U M 0= J a � Q 0 o /0�)\ K/ O N.. \ Y .. W I 00 W Q 00 Q Z Q = O w U V 1�IA p ��,y OW N OOD 00rn x J �� �'1Y00 N J O � J 0 N �■ i N 00 W H N O N M � N w MOM Q W La Z L 0. y > M W z o 0 -�RZ� mo N J N co U_ W w tet' O 000 #000% SITE DEVELOPMENT EXISTING USE: VACANT TAX MAP ID#: TM 32-41 D5 VIA DEED BOOK: D.B. 3667, PG. 685 PROPOSED USE: DATA COMFORT SUITES INN AT HOLLYMEA TOWN CENTER HOTEL (77 UNITS) ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL (PDMC) ZONING CASE #: ZMA 01-019, 01-20, 02-02 BUILDING HEIGHT: (PER ALBEMARLE COUNTY CODE, CHAPTER 18, SECTION 21.4) NOT TO EXCEED 65' —PROVIDED ANY STRUCTURE EXCEEDING 35' SHALL BE SET BACK FROM ANY STREET RIGHT OF WAY, IN ADDITION TO MINIMUM YARD REQUIREMENTS, A DISTANCE OF NOT LESS THAN 2' FOR EACH 1' OF HEIGHT IN EXCESS OF 35' PROVIDED: 3—STORY HOTEL = 49'-3 1/2 MINIMUM YARD REQUIREMENTS: (PER ALBEMARLE COUNTY CODE, CHAPTER 18, SECTION 21.7.1) ADJACENT TO PUBLIC STREETS: ST =EXCE:S�""'._ —S1'u1� — 3D' Mttd.EIGHT INIDE ADDITIO 0' SETBACKpG SPACE — 10' MIN. NU. OF EMPLOYEES- SIX PARKING REQUIREMENTS: PARKING SPACE: 1 SPACE PER ROOM(77 ROOMS) = 77 SPACES REQ'D 1/75 S.F. OF CONFERENCE ROOM(800 S.F CONFERENCE ROOM): =10 SPACES REQ'D TOTAL SPACES REQUIRED: =87 SPACES REQ'D ONSITE PARKING PROVIDED(INCLUDING 4 HANICAPPED): =87 SPACES PROVIDED ON/OFFSITE PARKING PROVIDED(FOR FUTURE DEVELOPMENT): =84 SPACES PROVIDED TOTAL ON/OFFSITE SPACES PROVIDED = 171 SPACES PROVIDED ACREAGEZUSE AREA: PARCEL SIZE: 1.97 AC. (85813.20 S.F.) BUILDING FOOTPRINT: 16,706 S.F. GREENSPACE 23128.31 S.F. (27%) STORAGE/PARKING (HOTEL): 15,876 S.F. USAGE: 19% HOTEL 18% PARKING IMPERVIOUS AREA: EXISTING CONDITIONS = 0 PROPOSED DEVELOPMENT = 62,685 S.F (73.0%) 77 ROOM HOTEL. TRAFFIC (TRIP GENERATION) PER ITE, 8TH EDT. LAND USE CODE 310: HOTEL AM PEAK: 44 VPD PM PEAK: 46 VPD DAILY: 630 VPD RIO DISTRICT ALBEMARLE COUNTY PRELIMINARY SITE PLAN whkt IS --fke PROPOSED LEGEND ASPHALT PAVEMENT 0--r— SANITARY SEWER LINE WATER LINE Q STORM PIPE PAVEMENT DRAINAGE STRUCTURE NUMBER 17./x/ PROPOSED FINISHED GRADE CONTOUR ELEVATION E/P DENOTES EDGE OF PAVEMENT TIC DENOTES TOP OF CURB F/C DENOTES FACE OF CURB \ (MEASURED TO BACK OF ANY ROLL FACE CURB) B/C DENOTES BACK OF CURB RIO DISTRICT ALBEMARLE COUNTY PRELIMINARY SITE PLAN whkt IS --fke NOTES: 1. ALL STORM PIPE LENGTHS ARE MEASURED FROM CENTER OF DRAINAGE STRUCTURES (D.I. OR M.H.) 2. ALL SAN. SEWER PIPE LENGTHS ARE MEASURED BETWEEN INSIDE SURFACES OF MANHOLES (UPPER STATION- LOWER STATION -4' = LENGTH) 3. CONTRACTOR IS TO MAKE HIS OWN TAKE -OFF ON THESE PLANS AS ANY QUANTITIES SHOWN ARE APPROXIMATE ONLY TO SHOW SCOPE OF WORK - 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETION AND FINAL ACCEPTANCE OF ALL CONSTRUCTION AND UTILITY LINES. 5. CONTRACTOR SHALL COMPLY WITH VIRGINIA STORM WATER MANAGEMENT PERMITS. A STORM WATER POLLUTION PREVENTION PLAN SHALL BE DEVELOPED AND IMPLEMENTED BY THE CONTRACTOR FOR THIS CONSTRUCTION ACTIVITY. N VICINITY MAP Scale: 1" = 2000' BEFORE YOU DIG CALL 1-800-552-7001 PROTECT YOURSELF, GIVE THREE WORKING DAYS NOTICE BOUNDARY AND TOPOGRAPHY AND BENCHMARKS PROVIDED BY OWNER PER RIVANNA ENGINEERING & SURVEYING,PLC i OWNER/DEVELOPER: HOLLYMEAD TOWN CENTER HOTEL LLC. 8350, BROOK ROAD, RICHMOND, VA, 23227 PHONE NO.: (804)-985-0149 FAX: (804)-262-5180 CONTACT: TEJAS PATEL EMAIL: tejas234@comcast.net ENGINEER: RUMMEL, KLEPPER, & KAHL, LLP 801 E. MAIN STREET, SUITE 1000 RICHMOND, VIRGINIA 23219 PHONE NO. : (804)782-1903 FAX NO. (804)782-2142 E—MAIL mmills@rkkengineers.com ATTN. : MALACHI M. MILLS, PE SHEET NO. 1 OF 9 2 OF 9 3 OF 9 4 OF 9 5OF9 6 OF 9 7 OF 9 8 OF 9 9 OF 9 9A OF 9 INDEX TITLE COVER SHEET GENERAL NOTES & TYPICAL DETAILS OVERALL EXISTING CONDITION PLAN EROSION CONTROL NOTES AND DETAILS OVERALL EROSION CONTROL PLAN OVERALL LAYOUT PLAN LAYOUT PLAN UTILITY PLAN GRADING & DRAINAGE PLAN GRADING & DRAINAGE PLAN LANDSCAPE PLAN — C2—LANDSCAPE PLAN LIGHTING & PHOTOMETRIC PLAN—SHEET 1 SHEET 2 APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER / ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT IJ_192 40 I cn z 0 W z 01 W i 0 0 EXISTING N I 0 0) o F— Q I PAVEMENT N Z PROPERTY LINE Z t�•�-► SANITARY SEWER ~ N WATER LINE \ ---0/E POWER LINE U DENOTES UNDERGROUND —U.GE ELECTRICA LINE — 0 DENOTES OVERHEAD —GAS— GAS LINE 00 ®�® CULVERT OR STORM SEWER PIPE --{� FIRE HYDRANT -->74 - EXISTING CONTOUR ELEVATION NOTES: 1. ALL STORM PIPE LENGTHS ARE MEASURED FROM CENTER OF DRAINAGE STRUCTURES (D.I. OR M.H.) 2. ALL SAN. SEWER PIPE LENGTHS ARE MEASURED BETWEEN INSIDE SURFACES OF MANHOLES (UPPER STATION- LOWER STATION -4' = LENGTH) 3. CONTRACTOR IS TO MAKE HIS OWN TAKE -OFF ON THESE PLANS AS ANY QUANTITIES SHOWN ARE APPROXIMATE ONLY TO SHOW SCOPE OF WORK - 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETION AND FINAL ACCEPTANCE OF ALL CONSTRUCTION AND UTILITY LINES. 5. CONTRACTOR SHALL COMPLY WITH VIRGINIA STORM WATER MANAGEMENT PERMITS. A STORM WATER POLLUTION PREVENTION PLAN SHALL BE DEVELOPED AND IMPLEMENTED BY THE CONTRACTOR FOR THIS CONSTRUCTION ACTIVITY. N VICINITY MAP Scale: 1" = 2000' BEFORE YOU DIG CALL 1-800-552-7001 PROTECT YOURSELF, GIVE THREE WORKING DAYS NOTICE BOUNDARY AND TOPOGRAPHY AND BENCHMARKS PROVIDED BY OWNER PER RIVANNA ENGINEERING & SURVEYING,PLC i OWNER/DEVELOPER: HOLLYMEAD TOWN CENTER HOTEL LLC. 8350, BROOK ROAD, RICHMOND, VA, 23227 PHONE NO.: (804)-985-0149 FAX: (804)-262-5180 CONTACT: TEJAS PATEL EMAIL: tejas234@comcast.net ENGINEER: RUMMEL, KLEPPER, & KAHL, LLP 801 E. MAIN STREET, SUITE 1000 RICHMOND, VIRGINIA 23219 PHONE NO. : (804)782-1903 FAX NO. (804)782-2142 E—MAIL mmills@rkkengineers.com ATTN. : MALACHI M. MILLS, PE SHEET NO. 1 OF 9 2 OF 9 3 OF 9 4 OF 9 5OF9 6 OF 9 7 OF 9 8 OF 9 9 OF 9 9A OF 9 INDEX TITLE COVER SHEET GENERAL NOTES & TYPICAL DETAILS OVERALL EXISTING CONDITION PLAN EROSION CONTROL NOTES AND DETAILS OVERALL EROSION CONTROL PLAN OVERALL LAYOUT PLAN LAYOUT PLAN UTILITY PLAN GRADING & DRAINAGE PLAN GRADING & DRAINAGE PLAN LANDSCAPE PLAN — C2—LANDSCAPE PLAN LIGHTING & PHOTOMETRIC PLAN—SHEET 1 SHEET 2 APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER / ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT IJ_192 40 I cn z 0 W z 01 W i 0 0 w J N a � U Z N w V) O U w N I 0 0) o F— Q I N Z w Z N ~ N I \ N Z > LL] w w t: O 00 Z:) F- Z N 3 L 0 o F— Q U 0:� w 0 O m Ld LL_ >- CON J Q 0 O w � U O m = J O a F- 00O Q w J N a � U Z N w V) O U J N I 0 0) o ., J I N M 00 o N ~ N I \ N Y w w Z 00 w Z W L Y U 3 L N 9 M Q z Q = 0 O I I— J N .J ., J O o N W O N 00 ~ N � N N w Q MM 00 W Z U- W L UJ 3 L N 9 M W Z -0 o rn O I I— CON J Q V W w .� O r- Co 00O v !%z LEGEND ® o (DO00 ®®o° %GSI EXISTINGIPREVIOUSLY APPROVED PLANT MATERIAL °®00o O®00o PROPOSED PLANT MATERIAL 0900@000 FXI.4TIN(;IPRFVInl I.R1 V APPROVFn RFI OCATFn PI ANT MATFRIAI CANOPY CALCULA71ONS INTERIOR LANDSCAPING: TMP 32-41 D4 Required: l Tree per 10 Parking Spaces 2 1/1 O = 2.1 Trees Pro,I 6 Trees (QP 6 LD Area Required: 5% of Total Parking Area 0.05.3,125 5F = 156 5F Area Provided: = 1,830 5P TMP 32-41 D5 Required: I Tree per 10 Parking 5,aces 125/10 = 12.5 Trees Provided: 16 Trees (QP, UP, 4 L) Area Required: 5% of Total Parking Area 0.01 19 Sr = 2,706 5F Area Provided: = 6,028 SF TMP 32-41 D6 Required: I Tree per 10 Parking 5pace5 35/10 = 3.5 Trees Provided: 7 Trees (OP) Area Required: 5% of Total Parking Area 0.05.7524 5F – 376 5F Area Provided: – 2,095 SF LANDSCAPING CANOPY REQUIRED TMP 32-41 D5 10% of Total Site Area Total Ste Area 86,247 5F (1.98 Acres) 861247 5F • .1 O = 8,625 5F Required LAND5CAPING CANOPY PROVIDED: New Canopy = 12,682 5F Total Canopy Promded = 12,682 5F (Nat mdudmg existing landscaping provided within the open space and stormwater management pond area on TMP 32-41 D3) PLANTIST OPEN 5PACE/5WM PO D (TMP 32-41 D3) QUANTITY KEY BOTANICAL NAME COMMON NAME CALIPER HEIGHT SPACING REMARKS CANOPY (5F) TOTAL CANOPY (5F) SHADET EE5 6 AROG Acer rubrum'October GI 'October GI Red Ma a 2.5" 397 2,382 BENI Betvlam ra Henta e' 'Men a River Birch 14'-16' Multistem 535 5,385 3 OV Oe aur nare Amer pnH Meam I.5" 991 297 2 SA Sal x alba Traits Gdden weeping Willow 2' 907 ,814 ORNAMENTAL TRM5 3 ACAmelanch er canadensis Shadblow 5eivccber, 6-T labra 5lramrxk'Slumrcek MUldstem 130 390 CH Chionanthus mr ncus Fnn ,stied 6'-T 23 621 125 125 DECIDUOUS 5111RU155 22 CAHU CleMra alnifdia Hummin bird' 'Hummr b rd' Summersue<t 24' T 16 352 30 GB Cornus xnI,. f bail II Do,.00d 11 24' 1 72 1 2,160 72 INiG Iteavr nca He sGarnet 'Hen Garnett 5weeL re 24" 64 4,NA 18 PF Potent Ila irutiw dd D 'God Or Bush Cin efoil 24' NA NA 40 RKO Rosa x Knxk Out' 'Knock Out Rose 24' NA NA 24 5C 5ambucus n ra Gerda Black Bea Elderber 24' NA NA 22 VB I Viburnum ,M.. W nterthur 'W Iderthur Vburnum 3-4 22 434 BROADLEAF n ERGIII 31 ABLR Abelu rand flora 'Little Wchard' 'L tt1e Webrd Abel, 4'14 1 5,028 4 434 96 MP M ca en van ca Ba r 24' 1,692 18 1,728 PEKENNIAL5/0RNAMENTAL G 5155/GROUNDCOVER 5 FPGA Eu ator,I, r reum'GatswiiJ. a Weed'Gatewa 1 1 Gal. NA NA 10 ERRA EnanMw ravanme Ravaniue Grass I G.I. NA NA JC Jum ruschnenss Exansd Parson§Juni r 4'OC. NA NA 90 PEAL Penn atom al vrpdes Fwntam Grass B• O.C. I Gal. NA NA Total Canopy (5F): 20.659 PPOP05ED PLANT L15T (TMP 32-41 D4) QUANTITY KEY BOTANICAL NAME COMMON NAME CALIPER HEIGHT SPACING REMARKS CANOPY (5F) TOTAL CANOPY (5F) SHADE TREE5 4 1 OF JQUI l,sII Willow Oak 1 2.5' 1 1 419 1,676 ORNAMENTAL TREE5 2 LI 1 0-7' MuO,tem 77 154 BROADLEAF EVERGREENS 27 1 GS Juliet labra 5lramrxk'Slumrcek tldl 24' 2.933 23 621 43 PLOL Puri laurxerasus'Otto L 'Otto L n' Cher laurel 24' Muldstem 10 430 Total Cano (SP7: 2,451 PROP05ED PLANT L15T (TMP 32-41 D6) PROPOSED PLANT L15T (TMP 32-41 D5) KEY BOTANICAL NAME COMMON NAME QUANTITY KEY I BOTANICAL NAME COMMON NAME CALIPER I HEIGHT SPACING I REMARK5 CANOPY (5F) TOTAL CANOPY (5F) 419 2,933 s � m 5HADE TKEE5 2.933 4 BENZ 1 Betulan ra Rver firch 14'-16' Muldstem 535 2,140 12 QP Ia.ercus epos Willow Oak 2.5' 1 1 419 1 5,028 4 UP I U1vms arvfd,'All.' 'Aliee'Elm 1 2.5• 1 1,692 ORNAMENTAL TREES 3 AC Amdanch er eanadenss 5hadbi. 5rvceber 900 4 LI V erstrom 6'J' MUIHstem 308 BROADLEAF EVERGREEN5 29 AZ Arala G rdrd 5 Pleasant Wh G raids Heasarrt Wh te' Aralea 24' NA NA 57 ILST Ila cremta'Sdt Twch Sett Twch Ja anew Hol 24' 16 912 64 1G5 Ila labra Shamrxk Shamrock Hdl 24' 23 1.472 30 NDFS Nand. domestirs'F restam restam Nand na 15'-18" Y3 7 5 O 23 PLOL Prunus laurxerasus"­u en --L n'Cher aurel 24" IO 230 PERENNIAL5/ORNAMENTAL GRA55E5/GROUNDCOVER5 1764 L5 Liri ioU Lin 12"O.C. I Gal. NA NA 16 PEAL Penmsetum al urades Fournam Gees I B' O.L. 3 Gal. NA N Total Can, (5F): 12,682 PROP05ED PLANT L15T (TMP 32-41 D6) QUANTITY KEY BOTANICAL NAME COMMON NAME CALIPER HEIGHT SPACING REMARK5 CANOPY (5F) TOTAL CANOPY (SF) SHADE TREE5 a ' ] 1 OP 101us epos WJlow Oak 2.5' 1 1 419 2,933 s � m Total Cano (5F): 2.933 Note: 1. Ali site plant,, d trees and shrubs dull bs allowed to reach, and be mamtamed at. m.w, height: the topping d treesis prohibited. ShrvM aid tress shall be prvned minimally and and tow the.,.ul health d 1 ant. SEE SHEET C1 FOR CANOPY CALCULATIONS. 1L_ sit, 1111 'x 30 60 gp x C� SCALE: ♦'fit•. O Q I" TMP 32-4108 '." �,, \ \ \ / ;• , FUTURE PARKING ----------------------------------- ---as ------------------ ere ----------5606/645 P\`r�� '. ______ PyTN pp P 558 ' / �\ w:. 554_________________________ LLBd OTHY RAY A9LLER %7 – ►, s INS 1 , A ^ 1•\ TMP t I 3STrrI ii 1 —O;F Ilfd`• RY 77 -ROOM HOTEL I �d W/800 S.F. CONFERE QO YIe• ROOM mo CZA R � • l6t �';'�II I� � //.�►1a�•.o o a 000�.°,�ae.°.e°e$n�a$��o 1�im------------- '► FA / % POOL PRO ED ALH 10 AZ PEAL, I j j If I I j � I 41(13 � I 1 LR- I / 552 Lie. No, 30542 9 –_–"� ' _ \/ �� 54 s P� 4i \ i \ ,):•,. TONAL44o 8 it ni r_ i ANN WIWE.E., o. r— i som ao�l •.,ij`;��y!�f �!,?v ,� ,,�� .,gyp_ ';'�. Z •• •,+�+MOIN '�` �°e�4�+/���� moi,, , • ..��. yam. • ,`R, a �\f13n� • N ' OCK TO MATCH .i.0 •l.'rI tLAID IN PLACE FIELDSTONEAi ✓f �••..4 IAi ROCK• '1 RETAINING WALLL i it MM •i • .i 1 J;; ■ <I,l� 1lik—SPIULWAY 9-C AA rata/ 1 �' ■ ' i'••• BASIN�=I; •, iTMP r ■•a-1 HIS NEW ROCK RETAINING WALL ii.. .tan I •1 a•aal?�r NI I • 3\� • A�fIF rf��� •-� n •• ��1r 1 "•25 ) f ••F 1l��• t•t :,,�� . 1 �1 �- mora. ne • s - • � .__ II � \ � \ , I � � t ' 'AA1• � Ufa►_ I,ME 1 1 = 4 • .�ykyle.;-� I . yG AN a `' Nil • %.WALL AN40-RKO LAID IN PLACE 13-CAHU r r FIELDSTONE yL.►t r 1If���, �� �� • 777 ,v • �".� ••: . MR a �faR'L'plfl�tiiAitfann7ltiti►�7! �� _ -- �rI'I I • idol �a�ra�:�m�rrmc�iN�;�A•'®I' _ -- ! •,) I `. .��h• IA � .1 !/tl TN hC,�• �aq i�Tii•� •• • • /' / r` and--� =e^fin '� /'a. '�/ :l:�, *� •S:Ct•��• :•� .. .'4•. _n �;■ n. .0 m n,l�,� won m .n a. ■.� G aa-�. -4>a r=•S+• i !-�- •• I e/c oa• .a ..■ m ■r►�� oe •1►* •.'✓,.,;, ;.:7 .3III ••. ..• • 1: 1 25 -PEAL 32 -IV INDEX TITLE: t a / J o N J aro–Z �m a ' +B• C rn s � m n ' L3 30 60 gp x C� SCALE: ♦'fit•. O Q I" TMP 32-4108 '." �,, \ \ \ / ;• , FUTURE PARKING ----------------------------------- ---as ------------------ ere ----------5606/645 P\`r�� '. ______ PyTN pp P 558 ' / �\ w:. 554_________________________ LLBd OTHY RAY A9LLER %7 – ►, s INS 1 , A ^ 1•\ TMP t I 3STrrI ii 1 —O;F Ilfd`• RY 77 -ROOM HOTEL I �d W/800 S.F. CONFERE QO YIe• ROOM mo CZA R � • l6t �';'�II I� � //.�►1a�•.o o a 000�.°,�ae.°.e°e$n�a$��o 1�im------------- '► FA / % POOL PRO ED ALH 10 AZ PEAL, I j j If I I j � I 41(13 � I 1 LR- I / 552 Lie. No, 30542 9 –_–"� ' _ \/ �� 54 s P� 4i \ i \ ,):•,. TONAL44o 8 it ni r_ i ANN WIWE.E., o. r— i som ao�l •.,ij`;��y!�f �!,?v ,� ,,�� .,gyp_ ';'�. Z •• •,+�+MOIN '�` �°e�4�+/���� moi,, , • ..��. yam. • ,`R, a �\f13n� • N ' OCK TO MATCH .i.0 •l.'rI tLAID IN PLACE FIELDSTONEAi ✓f �••..4 IAi ROCK• '1 RETAINING WALLL i it MM •i • .i 1 J;; ■ <I,l� 1lik—SPIULWAY 9-C AA rata/ 1 �' ■ ' i'••• BASIN�=I; •, iTMP r ■•a-1 HIS NEW ROCK RETAINING WALL ii.. .tan I •1 a•aal?�r NI I • 3\� • A�fIF rf��� •-� n •• ��1r 1 "•25 ) f ••F 1l��• t•t :,,�� . 1 �1 �- mora. ne • s - • � .__ II � \ � \ , I � � t ' 'AA1• � Ufa►_ I,ME 1 1 = 4 • .�ykyle.;-� I . yG AN a `' Nil • %.WALL AN40-RKO LAID IN PLACE 13-CAHU r r FIELDSTONE yL.►t r 1If���, �� �� • 777 ,v • �".� ••: . MR a �faR'L'plfl�tiiAitfann7ltiti►�7! �� _ -- �rI'I I • idol �a�ra�:�m�rrmc�iN�;�A•'®I' _ -- ! •,) I `. .��h• IA � .1 !/tl TN hC,�• �aq i�Tii•� •• • • /' / r` and--� =e^fin '� /'a. '�/ :l:�, *� •S:Ct•��• :•� .. .'4•. _n �;■ n. .0 m n,l�,� won m .n a. ■.� G aa-�. -4>a r=•S+• i !-�- •• I e/c oa• .a ..■ m ■r►�� oe •1►* •.'✓,.,;, ;.:7 .3III ••. ..• • 1: 1 25 -PEAL 32 -IV INDEX TITLE: t a / nNm Wn I� L/THO/V/A L/GHT/A/G' Aswuzrar sa] MvoLT '%ALL FEATURES & SPECIFICATIONS rrervplv 11OLL.Jav�axS'muUKMapaIduaLMMy9vumt rxaYVrye ryJ- rpwlnrxWrrNinuJm apnWJOrwngWewtlnr esM lywy]v�p vwapMr mia Wall -Mourned lumina e Smnm1n �xNASW1 win, M9R(;7 wW .-..a. ux.ra. MEAL HALIDE mn arlw a AMC.,.uw,prlaw.nmaa.r.N,.rwW.MaW.ea XNNPRESSUBESODIUM IEswluaumanevuaroa+ravwlm FWONESCENT nICIXNNASIN-xrOaYN.1.ONrp'ww reeo.r<n.lpnw,+arm<ror nW m 1.albmmw1 „„p„xN,Iw artW.lw mayml ea0u.vr4va d qw nvJOap.r..r. n r •mrMn.wn rwr.uwYrnr .. roino dlnwtlan[.15W1 L� InWIY1Nlt, yN 11. wa WaPsjsex,xx" d•e_Naa Nw"ser"a+.ann x. omvmm-Nm. ORDERING INFORMATION Lx.mPle: An........ r.a""' ram... M.•, a.Ye. sur W.m Na M .1.,«a rww .w w1... w a xw W 4x a e9xT 42TRT M3 WMT L,W Mhnuw.a. OLUIWkn va F Cher sed ex jr Mlil W 99 . M Y �Wy UNPII' W6q e'�iia"f' alitas mnl.M N .. ,y �Ymllib.Tr.HN.v. up own wY ,gM[Mnbe I'r",nwrt wrmane U.S'n w san a vara' esti Saws mnl.M N MlmmN x""vs ba .1 r.. cA rs, ornarL !i S ,ant Ts. war" ■■■■■■ ■17 17 1111 41■ blur In- nnan w91111�10■ as w:.om'rpe XeA ¢IeeT ' _ a wrinn girl,■■ .IIG,111■■■ uu Wr Msv. vn.n AvapreoeW w n ax.s., resb i u. no ,axwxs vwl a avVlal r1.".. ivvu m a Z' LMVYb ne • H vb nax M .kY Per mom n '' IOplq nm errin Ax xaa m M-4-0 ENE don p 1 41 '®" Wai Lowit aura Imx`amn'e�'n.1reW'u msne rrrnwmonwJlw+ru. ►1\\\■■■ . 10111\D - P rPliff111■■ erirl��■■ sage Nn] vumYx.Fare "I'll.,,n.N Wnpnm-nwnaWN]n S::I wadi .Nm arta mar a 1 u.m .m.1..rmw...^rem ww.l•�'m.I. II ae z1. r m IW.mrla; WaYx _n" w1.ear- v n« war.a m mgr „a M m o nla iNa...MAIiw a "MIw Pbli,n rWeunLNI.Y o x .wm m/1• aW1 lex x5i.p oreo, Llaaal m m*R a er]]. am 11 n] rl 111 !a 4 m luw.6.N m.. w.NWw Ivnal Ia mar Sha :ASWI, _S -F BM 1150 (Improper W'mm"•aM'Wun.nu lM•Lw -F- 1 al a/ AS2 Metal Halide, High Pressure Sodium Area Lighting IwVPmr. x Umb ra" no I toa no Wlauvan IAAffMA7J1l L/G/mPNG° MnfAaAyaal�rAapmA' SA«Ix ASaMS bm]Awa u.N.yxx.. a.._lrnv SSS Square Straight Steel Poles A Cents We row armp 9M 61.4N 0.mNarlWsl xWr M L An sub - g NL �v .Imola rliw wnn.•I.aY Wmml'Ll"Wi,res TM.I.Inlannot mnl.M N MlmmN TECHNICAL INFORMATION tIW a:PY1.555 mW x.nuuuvtinn._rvmn �'u+^='+' Sx (1015 -] bwas wwlY¢m !i S rshess "■■■ ■■■■■■ ■17 17 1111 41■ ..."Fear A.Y.r era van r4 r'er w91111�10■ �Yi'U►l■■■ ���■■■ papN' •M n ' m Mn • U m m girl,■■ .IIG,111■■■ ■■■■■■ ' Msv. vn.n AvapreoeW w n mom v i u. no n1a n HB m 1.e m Iu m H vb nax a mom n '' IOplq nm 11 Ir Y IEI m M-4-0 ENE OWMEME 41 ilvlln m aura n ■ �Illlllt■■■ ►1\\\■■■ . 10111\D - P rPliff111■■ erirl��■■ 0ii'-+/.'11141■■ err■■■ �_JJ1■■■ ���■■■ ' S::I wadi m mar a 1 u.m nm II ae z1. r m u m H no I toa no Wlauvan IAAffMA7J1l L/G/mPNG° MnfAaAyaal�rAapmA' SA«Ix ASaMS bm]Awa u.N.yxx.. a.._lrnv SSS Square Straight Steel Poles A Cents We row armp 9M 61.4N 0.mNarlWsl xWr M L An sub - g NL �v .Imola rliw wnn.•I.aY Wmml'Ll"Wi,res TM.I.Inlannot IAL/M05111 AL/GNT/NG' mnl.M N MlmmN TECHNICAL INFORMATION tIW a:PY1.555 mW x.nuuuvtinn._rvmn �'u+^='+' Sx (1015 -] bwas wwlY¢m !i S rshess resta crux. mpevwrwwlmwRme Cow. 1.9 p9 ..."Fear A.Y.r era van r4 r'er p .111 nae her) w wLaLw mesa papN' •M n 'I MMm moxa b.N.N I:Jat c '1 uaon 1.]m m Mn • U m m m su Ya Ira .. r 1.i Mn erai w.YWax m H Msv. vn.n AvapreoeW w n mom v i u. no n1a n HB m 1.e m Iu m H vb nax a mom n '' IOplq nm 11 Ir Y IEI m 111 at 41 ilvlln m aura n Load 1.l]! n iss ]is rx ]D n m 49 _ w S::I wadi m mar a 1 u.m nm II ae z1. r m u m H war.a m mgr a ra]M nla 1 w BI! w v $p W m H Llaaal m m*R a er]]. am 11 n] rl 111 !a 4 m m'11 Ivnal Ia mar a Ill : ram➢ W'mm"•aM'Wun.nu lM•Lw -F- 1 al a/ aA r w Qr 141. I•aal m marc a u.an AWel ma nn o m a Ira JP W Fa vN l6.a do mad a suirm nla x l0. m 11 use u m H maaA3 he mar a 1 r.a➢ n1a 11 u m u Ia v Ira 141. I.$.. ffi m$r se 1 Maa➢ aur 1 Ir _m Ixd m BO m 1411 la$al m mar 1. 1 ram nor ) 1W N Ira U n 0-1 statistics S arc a 1 r.m tan 11 IW x0 W 0.1a - newts users Z mwr a -''. r.m q0 1 10] Al LI 1.i ]x m lama h$al m mar re Iron nlw 1 ISn r Ipp m al r 11.-tl IVH[s m mar a u•a1 dna 1 u ro m m .. - lo-. w3 l am mar $ r.m am l u m r 1.a F. a n -N 15.1 m mar se ram ra > u m u v II -n bawl m IAL/M05111 AL/GNT/NG' mnl.M N MlmmN maua, tIW a:PY1.555 mW x.nuuuvtinn._rvmn �'u+^='+' ASW7 Metal Halide, High Pressure Sodium, Fluorescent Building Mounted .1.U.Per IFSINN"I'Lfl ISOILLV MINANCEPLOTIFw1a ) AS WI I.'. Rti Na ITIY19F ISOILLUMINANCE PLOT(Foalvndn) .ISir EM3C THING LTLIFUl IE UsERRTMCEPLOTfFoalp•ndMl .1 et acp 01a Sx (1015 -] bwas wwlY¢m !i S rshess resta crux. mpevwrwwlmwRme Cow. 1.9 p9 NNYM V,MWnUbass %=bw Yan Slxaw Wm. A.Y.r era van r4 r'er p .111 nae her) ASA r•.H A V SMn )A G1al Ib. WnP/YW dam re Nara '{ E E mlvy ePwtl Kflnpm Fa. PNWy. xMewe%..MSIL4b? - " or lnbrlgl r+[Ial slanba av lnL3l1 �1IY�aYY�p Fortin w' is is OFF"he 1. han 1. w rN r w w r•N.vPWxtlw+Yriue_•mn "w rWxotr W'reaarrew•_,mX "A VJ u•w""VwrrWrYurN' 1.a u u.w am d. IMxNptH6tl O•F.4TFLma4,JeY ONWnears.- AEWI IeWus, UST No. 1111.1 cowl 1. ALL µSi NO. LIL I.' vblal MOILLV Y W RNCE PLOT IF«IMMNI ISUL W M INAWS PLOT HaeaandMl __IB_ n _1_9.f[➢.M1IA Wae➢ num -\\MME sub in at h1■l.■■ v m va ROMEM■ m l ��l'1\IIS■■ ORDERING INFORMATION L..damnwulbn opanNnommoa.YlMur cNwNw�m ra rams rnrarluw.. mH Extent.: SSS M aC GxH9... "W L10p BC MW �A rw•vI ILTJ fT m..r.uN rrxwr he a x.•a ■11r1J1■■ maw a w v 1.]a m ei1 ]I or [M tib_ WIMm- IHR she er]]. Ma. V ..rp a 'M mmbr..Mwx,w� A rape :w y,N•par>eNe_•mm •m.ixaW.Yw a0W^4 it .v1zlitard' ts=n Yr Iwr� ter■■■■ lama omtm."M'auaa•Innl'MPaeN•m W'mm"•aM'Wun.nu lM•Lw -F- lVpb,NmvWNxh wpxnnxb•Finaaand"' roungrouse, Pars, 4 .1 L.NesdTT r_µ{semIF arrxlYAa Sx (1015 -] bwas wwlY¢m LB -2 rshess resta crux. mpevwrwwlmwRme Cow. tit 4bxY]p]r[tlW. reextell- NNYM V,MWnUbass %=bw Yan Slxaw Wm. A.Y.r era van r4 r'er IU[ax l%'it. telew .111 nae her) ASA r•.H A V SMn )A G1al Ib. WnP/YW dam re Nara IF Is IS mlvy ePwtl Kflnpm Fa. PNWy. xMewe%..MSIL4b? - " or lnbrlgl r+[Ial slanba av lnL3l1 �1IY�aYY�p Fortin w' is is OFF"he 1. han 1. w rN r w w SOUARES1MIGHTSHU ai rrua &LIi ONi uGl1//NY F)aeYD9Ely �,�, �, ePreiYe Y�'.4vtxIINAYm1l M1 11a. TlelalPo[ya111.W SA.an'. ASWI-MS-f Prest.,arawal upxN. W.lnw. arrxlYAa IAL/THO/V/AL/GHT//VG' fr w AS23WMeR1WTe3PAGCWAIPI ryes FEATURES & SPECIFICATIONS 06.1 parde "o 1 AeRi (y Lox munlox _ L i` . 0 M nm lu lb 0 Idlyi W 'q n p S.IA N M11 W.L WI X Mµl.p grcti loeluol Aroe&Roadway Lum nPhes iwax sxta, a mW -r e.N ema,a pWYM.r seas e .. 1 A82 and ata. wa. er.r. r n OPTNAL PTSIM _ mJ a n o. P.Apa pw red en tlb. 1 1 W 1.Ir .TMn`dM... r1 n N ax 11P, wwnnw 1YNNbnxamx 1 Trani V anante,sue., OTIMr wm.w MEDE sort show -ns,, a,.cwnpaw+raWl.r 1r1.Ild mpw. vox m1' E3URESODIUM:IDOW MQyy I.%hv . dl e.w,sn eewwee XIGMP swA 10' 1035Meuminp eN W tl m nun mJ arae d P en bauv W% FPP. rl! 11 ,aM m, nohow F-11 Iraq .1 Ira) „ yr SLwn 11 W da say CSA NOM w IMYM Iv N' L . w . 1 µBI anpn e 1 M.S OoFN. al1IFI L �J S1. i ,n ...n -n'., mgrs Env m'xw avoppe ,w.N, Bb wI a rpt .1, a rev.M.« law Nnl sn ounr •.uta Ix3TAWTeds InPoarm-1 pule o x•I" eass"a"" wpu•amYwNax.nwbaw uw• •de MiP n It 1w1 el 6l tonar. wv wheal. ILL lM br a'C .....N nandesnluXraWm...1s. .aXW b - IPa MNe. 'ME Sppa Nor aw v. ORDERING INFORMATION =For Womer lead oma, n«Rgbr. Poison doing rn.daM a,UM. Itlhewt 1. halal. Example: AS2)SNr SlE iB SMA SPA LPI sax sties ra BPA SMA LPI ole' ARE rmyyy is U. SNW ^n Mkl Wb IbbnnXk NSWe.Jm•wlllIDWex V4m.leN lax 1610.A IPI LNp AM M Mg 1..1. S Smpbbarbnre Imnrshe Xµ m Nrq rvoummp.1. MI Wxn>;anr geL Bran uV Le. Y/ m p ­11.�Ny�� _aiWC my =an Nmp yep] m xY alvvv SGV "® r wvralnl PMp M•wlaa SINY m . spa a as tllpatlMlV. iP 4YaP p brw. 9' Ewa mfISILLPW qNA Mxu.l •bffiR' }IffiS won NN '" 5gwlmma 'idol. hers qwx ware hasaV. Ix"`wli1[ mMfrdN mvw'vwmElW v a.rus-rat naris -1 orwxlp _1 'asus�eewaae N. NA SAS Mp.ab"III•Pxx. 1.1ROmm1. Post SMSL;:!r .. xp M NxM Vamp. w.. tq WI LM �v�a1Pl� x.. N wW w1 Wl 3 Ix1Ne MY N NIImI. m qm.W 4me �xnwmberhe yMx. s aaarrY=.n r xr.V. Iii t+rw pxMx.M MMN.h. u_ Wr Ia>a, nm Pau r:aim _ Oease, W✓.'WWwu 'a'M' n•N'x' My n xr.r mY emxr. W vneY NeM ex. fxn6enf ry vnN Wnu twersaillwase NrM>xwMNraxis ur xux sanP. rims ulla>a gM',r.a Mmm umalo m orad um a.... i6LL m' ar a Mand . web oma -1- -11 11 M..1 ..xxlxr as a.M .r Grauer SIe.tCASI AL -130 fA LIMAYVLA L/ONZINAP m.m rm.. mamle GMxles o(Ie ec Opdur, sur Pe1W3 note IRLIN 4,evv ]wraa 1895 Features and options Recessed Lensed „" ,DOW HRS -11182 E -Lamp "Pulse Start" Concrete Pour Downlight: 50 to 100 Watt UNw.upms �to nwrYm M®mpu wmY 10-11 TECHNICALINFORMATION FEATURES & SPECIFICATIONS _ `w1. =7 Sx (1015 -] bwas wwlY¢m LB -2 rshess resta crux. mpevwrwwlmwRme Cow. tit 4bxY]p]r[tlW. reextell- NNYM V,MWnUbass %=bw Yan Slxaw Wm. A.Y.r era van r4 r'er IU[ax l%'it. telew rlasmbsnexosx` I.`x.uw Iwaw ASA r•.H A V SMn )A G1al Ib. WnP/YW dam re Nara VmmeM W10'MI'Kr XNCaMsp. SSS Ila mlvy ePwtl Kflnpm Fa. PNWy. xMewe%..MSIL4b? - " or lnbrlgl r+[Ial slanba av lnL3l1 �1IY�aYY�p and cmwerluna,w1w, coarnaaa,sr w' Fua)pephNO Pu'r [sur, bb[KbrwwllnM. 110.411183 1. w rN r w w SOUARES1MIGHTSHU ai rrua VJ rand u u.w am n lu w la m w m o. w. .I ew.rM vblal m maM mmm __IB_ n _1_9.f[➢.M1IA Wae➢ num -\\MME sub in P_.x>l-w, "wo,"wreYlrwaNm. h1■l.■■ v m a anmRnn.-1.0 lMmp ROMEM■ m Mw N alNl itsrlM r terse YxI mm"al Nines ��l'1\IIS■■ ORDERING INFORMATION L..damnwulbn opanNnommoa.YlMur cNwNw�m ra rams rnrarluw.. mH Extent.: SSS M aC GxH9... 556 30 a mm s L10p BC MW �A rw•vI ILTJ fT m..r.uN rrxwr he a x.•a ■11r1J1■■ maw a w v 1.]a m . newe.emn 1.a aY1'av""Te' sM or [M tib_ WIMm- IHR she wrWafeyMmn Wan NNN. Is Ma. V ..rp a Proster'. _ :w = =N 0y FINtm[n•'mlelanaeLrUUM fya,aymypp,, a0W^4 it .v1zlitard' ts=n Yr Iwr� ter■■■■ lama la r ,r sura lVpb,NmvWNxh wpxnnxb•Finaaand"' P^'^w UIi.ILPaMbaNNF nm 1 HI m NANDNOLE ORIENTATION m is, M E4[uaW M•NY}•mrnYM•m NN.LE rp.rxu OxAr'a 1.$al wrx'Eswer'ffiII.�s6ause,W'u mor .µ f+a 4."ranM.N Wp Pi I- Wr.wb1. r.panFlwawawowa b,u .0 mupN«wmN.mw. kfl lM[PO.OMwpW4NMWwa xb y .V WNIwnp Slby.eu[LwbP.•a p •IalWwwxMVRAWe.--r,.e r_ __ .1m lroal.mnrw.N �aa.�tlraawl)ma '1.x pepMWa4rq•.Nam1a. MwN Ill mrMmxLewN P lural IM x10 r...q her I. -lad^ w.%e °v"rw u gnaw ropp"n"w,=,% xx- en'SFPN � g,1.u. ww.wlPn bmep. ...sopa UaH1 ala II r m eJ ISI f] Opdur, sur Pe1W3 note IRLIN 4,evv ]wraa 1895 Features and options Recessed Lensed „" ,DOW HRS -11182 E -Lamp "Pulse Start" Concrete Pour Downlight: 50 to 100 Watt IRLINewm 1895 UNw.upms �to nwrYm M®mpu wmY 10-11 TECHNICALINFORMATION Wrlrp'a. st I a"Posa _ `w1. =7 Sx (1015 -] bwas wwlY¢m q Cape IIWCrabOxR PrMvrl rshess resta crux. mpevwrwwlmwRme Cow. tit 4bxY]p]r[tlW. 65. EB:Mracbb]JJrL NNYM V,MWnUbass %=bw Yan Slxaw Wm. aerWud WiW��UNa r4 r'er IU[ax l%'it. telew rlasmbsnexosx` I.`x.uw Iwaw ASA r•.H A V SMn )A G1al Ib. WnP/YW dam Frost AalellMT VmmeM W10'MI'Kr XNCaMsp. Uvabpb".1a.11Pamea[abn Ila mlvy ePwtl Kflnpm Fa. PNWy. xMewe%..MSIL4b? - " or lnbrlgl r+[Ial slanba av lnL3l1 �1IY�aYY�p and cmwerluna,w1w, coarnaaa,sr 7bagNwarws"..'eoeWwarded Fua)pephNO Pu'r [sur, bb[KbrwwllnM. IRLINewm 1895 UNw.upms NN.uxroa TECHNICALINFORMATION Pertormance at a Glance Waeager Availability arra cm -out Dimensions; ..""a wxxx. a, rm.Iri.m.ly _xwFV T" `�'• F}i I R u'I• ^.] yme wbrx F_ USlrn Ne mem CwW Fon Issulr HRS -11182 aerWud WiW��UNa Pair,- NFlirFlj a ASA r•.H A V SMn )A G1al Ib. WnP/YW `x!J■■ P V" P• II m � m1 X2144,y HRS -11181! ,GDW c»re xln.,tlu I;aw Lease n werus, 3 as THE wRLIN COMN ]101EAFER50NAUD MICHIN aBPIRLIN 3111349eadst •FnpIJ25ditWis(111)359d121 � wxw u,ngv.Vlg.wm F d"o40'€'4E777,`f`Fw�;r.`;°P'g,6E3556..- SSS Square Suaight Steel P018S AS2 Metal Halide, High Pressure Sodium Area Lighting Le M4W1 m dad. n Fpmewl.• _ UNw.upms NN.uxroa TECHNICALINFORMATION AngEaBee+.amawexten Waeager Availability arra cm -out Dimensions; ..""a wxxx. a, rm.Iri.m.ly _xwFV T" `�'• FL_. fF�� J I -...� yme wbrx F_ USlrn Ne mem CwW Fon Issulr .■...■ aerWud WiW��UNa Pair,- NFlirFlj a ASA r•.H A V SMn )A G1al Ib. 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