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SDP199800102 Plan - Approved Final Site Plan and Comps. 1998-07-30
00 ftwool*oo, r - DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT DEPARTMENT OF ENGINEERING DEPARTMENT OF ZONING FIRE OFFICIAL ALBEMARLE COUNTY SERVICES AUTHORITY A//A VIRGINIA DEPARTMENT OF HEALTH VIRGINIA DEPARTMENT.OF HIGHWAYS AND TRANSPORTATION 3 DATE APPROVED DATE APPROVED DATE APPROVED DATE APPROVED DATE APPROVED DATE APPROVED DATE APPROVED COUNTY OF ALBEMARLE DEPARTMENT OF ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS, AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING, OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZ: VERT). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP, OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES WITHIN THE RIGHT-OF-WAY. 7• UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). N M 00 RECEIVED 'JUL 2 q 1998 Planning Dept. 0 C) 0 VICINITY MAP SCALE I" - 2000' SITE DATA: Legal Reference: A Portion of T.M. 46134 Parcel 1 (Part of Lot B) Total Acreage — 1.349 Acres Source of Title: D.B. 1018 p. 403 ; D.B. 1071 D.B. 1463 pp. 481-482 (plat) p. 493-494 (plat); D.B. 1226 p. 130 (plat) Owner: Forest Lakes Associates P.O. Box 5207 Charlottesville, VA 22902 Contract Purchaser/Developer: First Citizens Bank Attn: Mr. Mike Parker P.O. Box 27131 Raleigh, NC 27611 Telephone (919) 716-4030 Magisterial Di;.kr ct: Rivanna District Source of,``St4irvey: Roundabush, Gale & Associates 914 Monticello Road Charlottesville, VA 22902 Site Plan Preparer/ Kimley—Horn and Associates, Inc. Civil Engineer: Attn.: Mr. Peter A. Bishop, P.E. Post Office Box 33068 Raleigh, N.C. 27636-3068 Telephone: (919) 677-2000 Zoning: HC; EC Overlay District Existing Conditions: Parcel is graded and open, and is part of the Forest Lakes North Commercial Area. Proposed Use: Bank with drive thru and ATM. Special use permit required for drive thru window. (22.2.2.10) Setbacks: Front = 30' building, 10' parking Fortune Park Road Side and Rear = None Parking Required: 4.12.6.6.2. Financial Institution = 1 /150 S.F. gross floor area (reduced by 25 S.F./drive—in aisle x 4 drive—in aisle = 100 S.F. reduction of requirement) = 1 space/250 S.F. gross floor area = 12 spaces required. Parking Provided: 26 Spaces Land Use: Before % After Building 0 S.F. 0% 4,650.50 S.F. (incl. canopy) 7.90% Open 58,893.12 S.F. 100% 29,246.07 S.F. 49.66% Paved 0 S.F. 0% 242996.55 S.F. 42.44% TOTAL 1.352 ACRES 100% 1.352 ACRES 100% Employees: 8 NOTES: 1. This siite is not located in a reservoir watershed. 2. All lighting, to be directed so as not to shine on ad joining props ties and lighting spillover onto public roads shall not exceed one—half (1/2) foot—candle. 3. Pavement specifications: 8" #21 A Base Stone 2" I-1A 1.5" SM-2A 4. Elevations Based on U.S.G.S. r N V) W E 0 N co m i 4 z 0 U CD 0 0 Pq U 0 0 yJ A' -- " GENERAL NOTES: ,.N ` r I. WORK IN THIS PROJECT SHALL CONFORM TO THE LATEST ROUTE 2 q N . B ° L . > EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPOIRTATION ( / (VDOT) ROAD AND BRIDGE SPECIFICATIONS THE VDO-T ROAD -M N AND BRIDGE STANDARDS, THE VIRGINIA EROSION AND SEDIMENT . ... -1 CONTROL HANDBOOK, THE VIRGINIA EROSION AND SEDIIMENT CONTROL REGULATIONS, AND THE COUNTY OF ALBEMARLE DESIGN AND CONSTRUCTION STANDARDS MANUAL. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS, w -.-- _ . _" - _ __ ._ ., _ o _ _.w _ M. - - �-- �.• OR, PLANS, THE MOST STRINGENT SHALL GOVERN ALL UTILITIES TO BE DEDICATED TO THE COUNTY OF ALBEMARLE N54°23'20WE 61,gq' -- ry MUNICIPAL WATER AND/OR SANITARY SEWER SYSTEM SHALL BE "-_--------- 23 135,78 34.55' � I.-_ N48'S4�'25"E � 274 28' -- — -- -- CONSTRUCTED AND TESTED TO CONFORrI TO COMhIONWJEALTH OF --- _ _ 10' PARKINGSETBACK 30' BUILDING SETBACK SEE ARCHITECTURAL PARCEL 1 PLANS FOR DRIVE- 1.080 AC TNRU AND CANOPY D.B.. 1465 PP. 481-482 (PLAT) DETAILS ZONED HC PRESENT USE: VACANT 4" HHITI STRIPE STANDARD VDOT TYPE CG-12 ,,, '' HANDICAP RAMP— �0 ~•`b CL Q PAPC, EL I _ U > D.B. Ig63 PP. 48i'-'482--- (PLAT) --� I = ZONED HC vLu Q PRESENT USE: VACANT z m W r/ Lw m rr W � SITE LEGEND PROPOSED CONCRETE PAVEMENT MARKING DIRECTIONAL ARROWS PROPOSED HANDICAPPED PARKING PAVEMENT MARKINGS t SIGNAGE NEW M.U.T.C,D. SIGN AS NOTED EXISTING IRON PIPE NEW IRON PIPE APPROX. LOCATION OF EXISTING FIRE HYDRANT (EXISTING FIRE HYDRANT LEAD RELOCATED TO HIGH PRESSURE LINE TO PROVIDE MIN, 1,225 GNP @ 20 PSI) FOREST LAKES NORTH BRANCH CHARLOTTESVILLE, VIRGINIA 21,{3' — �. '� ,` VIRGINIA / STATE BOARD OF HEALTH WATERWORKS AND/OR SEWERAGE REGULATIONS AND THE COUNTY OF ALBEMARLE DESIGN AND CONSTRUCTION STANDARDS MANUAL. s _j 2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE I v P_ _,- �. MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY AND SHALL BE CHECKED AFTER EVERY RAINFALL. un �> SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS NECESSARY "I TO OBTAIN A DENSE STAND OF GRASS. PK NAIL IN N.E. ��, 3. ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SIILTATION. 06 t=-cw / °� CORNER OF INEFFECTIVE PROTECTION DEVICES SHALL BE IMMEDIATELY I,, FOREST LAKES REPLACED AND THE INLET GLEANED. FLUSHING IS NOT AN f X%111� ENTRANCE SIGN ACCEPTABLE METHOD OF CLEANING. I < ELEV. = 532.78 f ���. ��_ .,.. �.„, I � 4. WHEN THE CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN 'R ! j ' w . - COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE !SOIL BY w I { CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF THE ORIGINAL APPLICATION. 5. THE LOCATION OF EXISTING UTILITIES AS SHOWN IS S I I APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ``�• I I LOCATING ALL PUBLIC OR PRIVATE UTILITIES WHICH LIIE IN OR ADJACENT TO THE CONSTRUCTION SITE. THE CONTRACTOR ;l ; SHALL BE RESPONSIBLE FOR REPAIRING AT HIS EXPENSE, ALL 20 R 1 s i I ;�t EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. FORTY- EIGHT (45) HOURS PRIOR TO ANY EXCAVATION CALL MISS I t 3'°UTILITY 1 (800) 552-7001. I 51R 1 U' o I f l (o, INSTALLATION OF CONCRETE STORM PIPE SHALL COMPLY WITH V I 4f � � t 'l VDOT STANDARD DRAWING PB-I. 18 I fvto4 j" FOR 3* 7. ALL MATERIALS USED FOR FILL OR BACK -FILL SHALL BE FREE ,50 26.00 , f OF WOOD, ROOTS, ROCKS, BOULDERS, OR ANY OTHER NON- ;:� COMPACTABLE SOIL TYPE MATERIAL. UNSATISFACTORY �, MATERIALS ALSO INCLUDE MAN-MADE FILLS AND REFUSE DEBRIS �a I •�..p��ry �Y f>�vm ~ �rrr• .-.. �' Pec�` f' Ptr�,�f€ � � DERIVED FROM ANY SOURCE. ,HANDICAP SYMBM�) RAMPS SIGNS ARD STRIPIN4-T-01 R ti� ,.�` ' 8. COMPACTION OF FILL MATERIAL UNDER BUILDING SLABS SHALL BE BASED UPON RECOMMENDATIONS O SOILS ENGINEER AFTER Ih���CCORI9'�10E�IWITH ALL � ��� �-� ^^� � � --.. � � % F L E G R ADA STANDARDS ��'' o, COMPLETION OF STANDARD PROCTOR TEST AND 5HALIL MEET '"'• „-. --' ,, BEARING REQUIREMENTS OF ARCHITECT FOR BUILDINGS. THE (]/� S �-� . --- .- •_- - - -� -W� CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING. - .- -' q. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ,ANY q 04' �' fR .� r PURPOSE, BACK -FILL AROUND DRAINAGE STRUCTURES, OR IN ' > r� UTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIIRING FILL OR BACK -FILL SHALL BE COMPACTED TO q5q OF MAXIMUM ,} 5, ,'�tiun DENSITY AS DETERMINED BY THE STANDARD PROCTOIR TEST AS SET OUT IN ASTM STANDARD D-6q8, THE CONTRACTOR SHALL, C)b �9• as ,f,'���� PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACK - FILLING, SUBMIT THE RESULTS OF THE PROCTOR TEST �i� �y TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE f PROJECT. TESTS SHALL BE CONDUCTED BY A CERTIFIED DEPRESS CURB v MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY. �5 R /> t �%'�� •` 10. TRAFFIC CONTROL ON PUBLIC STREETS SHALL l:3E IN CONFORMANCE WITH THE MANUAL OF UNIFORM 1 TRAFFIC CONTROL 15'R f DEVICES AND AS FURTHER DIRECTED BY COUNTY INSPECTORS. �� 11. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND i'R ! �-�i >�1 Atulr SPECIFICATIONS AND SITE CONDITIONS OR ANY 41 AIM HINGS OR SPECIFICATIONS SOR M SHALLBEGIMMEDIATELYUITIES IN REPORTED TO THE / 'TFTt ENGINEER, IN WRITING, WHO SHALL_ PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE y '• Flee n CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES, `t/ a z w` INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE .�^,- CONTRACTOR'S RISK. / 12. A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL ARRANGE THE MEETING WITH THE COUNTY ENGINEER. d 40/ . i I �ttt ��^ • P.r' .i�. 5'R ';,' , , y s- g QMMON AREA f f, , % TAX MAP 4684 TAX AAP 4684, PARCEL A2' / ZONED CPD 5C 0.626 AC. ?w F , fi2E5T�; AKES, ASSOCIATES-) ATES-) / FOREST LAKES A550CIATES PRESENT USE: SHOPPING CENTER F �W i } � d 6- PEN 01"R � TAX MAP 4684 f PARCEL 2 IS" p,,,r �. �, f ZONED PD-SG JA-ZAN LIMITED PARTNERSHIP PRESENT USE: SHOPPING CENTER M1 y i"iS .BAN RIV6 10 / V IS PUT q'I'L SUMMARY OF CIVIL SHEETS / r rl - c,ITF PI AW SITE PLAN FIRST CITIZENS BANK r�la� J\ LTH 0i 10. 1) ® ..® I .. ,A GRAPHIC SCALE 20 40 ( IN FEET ) 1 inch = 20 it" 5 REVISED PER COUNTY COMMENTS 4-8-q8 PAB 4 REVISED PER COUNTY COMMENTS 4-I-q8 RAK 3 REVISED PER COUNTY COMMENTS 3- 20-g8 RAK 2 REVISED PER ARCHITECT 3-II-qB RAK I ADDED EXISTING SIDEWALK 2-18-q8 RAK No, i REV15ION DA"rE RY SCALE: 0 =20' DRAWN BY DATE RAK 11-3-q7 CHK'D BY JOB NO. PAB 011037. VICINITY MAP N.T.S. GENERAL SITE NOTES: I. ALL DIMENSIONS ARE TO FACE OF CURB, BACK OF CURB AND EXTERIOR WALL OF BUILDING, UNLESS OTHERWISE NOTED. 2. PARKING LOT PAVING SHALL CONSIST OF 8" OF AGGREGATE #21A BASE STONE, 2" I -IA, AND 1.5" SM-2A, IN VEHICULAR TRAVEL LANES AND G" OF AGGREGATE #21A BASE STONE, 2" I -IA, AND 1.5" SM-2A PARKING SPACES. ALL BITUMINOUS PAVEMENTS AND BASE MATERIAL SHALL CONFORM TO VDOT STANDARDS AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT CONSTRUCTION SPECIFICATIONS. 3. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY MISS UTILITY LOCATION SERVICE AT 1-800-552-7001 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY UTILITIES, CURB * GUTTER, PAVEMENT, ETC. THAT MAY BE DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO AT LEAST THE QUALITY OF WORKMANSHIP FOUND IN THE ORIGINAL ITEM. 4. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. 5. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE AWAY FROM NEW BUILDING. G. ALL CONCRETE, BITUMINOUS PAVEMENT AND BASE MATERIAL SHALL CONFORM TO VDOT STANDARDS. 7, ALL CONCRETE CURB AND GUTTER SHOWN SHALL BE 2'-0". 8. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES SHOWN ON THE APPROVED PLANS FOR THE DURATION OF CONSTRUCTION OR UNTIL FINAL INSPECTION. q. CONTRACTOR SHALL INSTALL HANDICAP RAMPS PER ADA STANDARDS AS SHOWN ON THE PLANS. 10. CONTRACTOR IS RESPONSIBLE FOR RELOCATING EXISTING LANDSCAPING AND COORDINATION WITH OWNER FOR THE INSTALLATION OF DRIVE-TNRU VACUUM TUBES. PROJECT INFORMATION: PROJECT LOCATION/ADDRESS: FIRST CITIZENS BANK FOREST LAKES NORTH BRANCH CHARLOTTESVILLE, VIRGINIA OWNER/DEVELOPER: FIRST CITIZENS BANK ATTN. MR. MIKE PARKER POST OFFICE BOX 27131 RALEIGH, NORTH CAROLINA 27611-7131 TELEPHONE: (qlq) 716-4030 SITE PLAN PREPARER/CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. ATTN: MR. PETER A. BISHOP, P.E. POST OFFICE BOX 33068 RALEIGH, NORTH CAROLINA 27636-3068 TELEPHONE: (qlq) 677-2000 ZONING: HC; EC OVERLAY DISTRICT, AIA OVERLAY DISTRICT I REFUSE COLLECTION: PRIVATE SERVICE. NO REFUSE DUMPSTER WILL BE LOCATED ON PROJECT SITE. SITE DATA SITE ADDRESS: TO BE ASSIGNED UPON BUILDING PERMIT TOTAL SITE AREA 1.352 ACRES DENUDED AREA 1,102 ACRES IMPERVIOUS AREA (INCLUDES BUILDING) = 2q,(((.72 SQ,FT. PERVIOUS AREA = 2q,24(.07 SQ.FT. PARKING REQUIRED (I Space / 150 SF) 12 SPACES PARKING PROVIDED (INCLUDES 2 HC) 26 SPACES SOIL TYPES: FINE SANDY SILT N/ TRACES OF CLAY :EXISTING PLAN INFORMATION TAKEN FROM PLAN PREPARED BY: ROUDABUSH, GALE t ,ASSOCIATES DATED MARCH 25, Igg4. KIMLEY-HORN & ASSOC P.O. BOX 33068 RALEIGH, N.C. (919) 677-2000 SHEET Cl a F W E n r, 0 r\ N �D 0D oN I V) z 0 U r r` cm) 0 0 PEI I. 0 /i i N� N54'23'20NE 135.7 ' 8 PARCEL 1 1.080 AC D.B. 1465 PP. 481-482 (PLAT) ZONED HC PRESENT USE: VACANT SILT FENCE (TYP.) 4" 5ERER'~.CONNECTION TO THE EXISTING MANHOLE SHALL BE INSTALLED WITH A FIELD-COR' AND FLEXIBLE BOOT. EXISTING 811 SANITARY SEWER @ 2.80% EXISTING MANHOLE TOP ELEV. = 51q.00 INV. IN = 514.07 nnnnnccr, mall c-morn nnAlklA!'f= nv INV. OUT = 513,g7- 'ate cv v PAPrEL I co z > D.B. lq(o3 PP. 481-` &2- -M(P_ AT) ZONED HC v Q 0 PRESENT USE: VACANT a o z w r w (L APPROX. LOCATION OF EXISTING FIRE HYDRANT (EXISTING FIRE HYDRANT LEAD RELOCATED TO HIGH PRESSURE LINE TO PROVIDE MIN. 11225 GNP @ 20 PSI) EROSION CONTROL NOTES: I. CONTRACTOR 15 RESPONSIBLE FOR PROPERLY DISPOSING OF EXCESS MATERIAL OFF -SITE. 2. CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE CONSTRUCTION PROJECT ALL EROSION CONTROL COUNTER MEASURES ROUTE � � (N. �� 1 SHOWN ON THIS SHEET IN ACCORDANCE WITH APPLICABLE STANDARDS /J FROM THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS. 3. CONTRACTOR SHALL PROVIDE GROUND COVER ON EXPOSED SLOPES WITHIN 30 WORKING DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING, PERMANENT GROUND COVER FOR ALL DISTURBED AREAS �- WITHIN 30 WORKING DAYS FOLLOWING COMPLETION OF CONSTRUCTION. A. GROUND COVER SHALL BE ESTABLISHED PER "SEEDBED PREPARATION w " "-' �• NOTES" PROVIDED IN LANDSCAPING SPECIFICATIONS. �� � ...... ..�-- .,..,�. _....- .P..w �. _. � .-.....__ ,. ._..-• .-" _..._ �.-... _..a -_......._ .,....,..-.. ,�._. -...- ..,...., y..... _,.� ....,........,,. _.... ,.._. wr�.._�., ., ., ., ,,.. ..... .._ .„ ..... - .._"- .� ....,-,, r ......,. ...,. ,,� `"`'- 5. CONTRACTOR'S CONSTRUCTION SEQUENCE: ' - OBTAIN GRADING PERMIT FROM THE COUNTY OF ALBEMARLE ENGINEERING DEPARTMENT. N48°54125"E_ 274.28' _. -- �-- - SET UP PRE -CONSTRUCTION CONFERENCE ON SITE WITH ERO51ON5 CONTROL INSPECTOR -. "" '-' 1 OF THE COUNTY ENGINEERING DEPARTMENT TO DISCU55 ER05ION CONTROL MEA5URE5. - MOBILIZATION ON -SITE - INSTALL SILT FENCING AND TREE PROTECTION, CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. �t r' z - CLEAR / GRUB / ROUGH GRADING AND INSTALLATION OF CONSTRUCTION ENTRANCE PADS. g - DEMOLITION OF EXISTING FACILITIES PER SHEET C2. q - "'� ` `" - CALL FOR ON -SITE INSPECTION BY ENGINEERING INSPECTOR, WHEN APPROVED, Mon cn S �, BEGIN CLEARING AND GRUBBING. '��y ' � - INSTALL NEW 5TORMWATER DRAINAGE SYSTEM INCLUDING INLET PROTECTION. arm e- -MAINTAIN EROSION CONTROL DEVICES AS NEEDED. (HPBENCHMARK - INSTALLATION OF PRIMARY UTILITIES. MU CORNER OF STABILIZE 51TE AS AREAS ARE BROUGHT UP TO FINISHED GRADE. r NAIL IN N.E. - INSTALLATION OF CURB AND GUTTER AND BUILDING FOUNDATIONI SYSTEM. _ �O - :� ' �, CO ,nu �,, ,r`" � CONSTRUCTION OF NEW BUILDING. FOREST LAKES - FINISH GRADING / PAVING. 523 0'?''� `�� 'y ENTRANCE SIGN - FINAL LANDSCAPING / PLANTINGS. I J ar ELEV. = 532.75 51TE CLEANUP / DEMOBILIZATION. OPEN \SPACE ! v+ 1 I f$ t 522.94 w q g r 4 W, 522. _ 3" Rup Wil I I I VuP hk PROPOSED I" �3 WATER SERVICD,- % (3' MIN COVER)@9� dn�i'�' t � W W 1 W 22.40 l LOT,,B-2 ` 3/4„ WATER f N PIN �'oIX � METER 5a, 87 s.F. ?2.qO /> I;qG AC. r 522.20 5 /� DRAINAGE AREA A " � � BOUNDARY (TYPICAL 521A0 40f Ism v ey. ✓ M if 0 / 521.41 � sz � � EXISTIN� ° WATER 6, PERMANENT OR TEMPORARY SOIL 5TABILIZATION SHALL BE APPLIIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE 15 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 FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 7. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND 501L INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. SITE LEGEND PROPOSED CONCRETE n WHEELCHAIR RAMP E.I,P EXISTING IRON PIPE N.I.P NEW IRON PIPE R.C.P. REINFORCED CONCRETE PIPE 520 - PROPOSED CONTOURS 520 - EXISTING CONTOURS 000-51 SANITARY SEWER OR STORMWATER CLEANOUT SILT FENCE INLET PROTECTION TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PAD x SILT FENCE CL CONSTRUCTION LIMITS (DENUDED AREA) PROP05ED DOMESTIC WATER SERVICE W SS PROPOSED SANITARY SEWER SERVICE x 520,00 PROPOSED SPOT ELEVATIONS r � - gk-ONNON AREA � TAX MAP 4684 Gam✓ ,`x\ TAX AP 46B4r PARCEL A2 / PARCEL q '� 0.626 AC. d /' ��1 ZONED PD-SC mod, F PESTKES ASSOCIATES / FOREST LAKES ASSOCIATES 11 PIN 04A' ��� PRESENT USE= SHOPPING CENTER Rvir4 PIN 0 � 61 f/& Mile Q 0, OPEN PACE TAX MAP 46134 - sm PARCEL 2 ZONED PD-SC. Asa JA-ZAN LIMITED PARTNERSHIP 3x�,tlµ PRESENT USE: SHOPPING CENTER r ROOF DRAINS COLLECTION SYSTEM dot, Is r No.032023 k�`�,{JNAL tl� GRAPHIC SCALE i4t ogN ++ 4 20 0 10 20 40 �3 1-zo ( IN FEET ) 1 inch = 20 ft. 80 8. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED -1-0 TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. q. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 10. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: 0. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. b. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. c. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PA55ED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-51TE PROPERTY. d" MATERIAL USED FOR BACK FILLING TRENCHES 514ALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. e. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT 15 TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, SEDIMENT SHALL BE REMOVED FORM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT 15 REMOVED IN TH15 MANNER. THIS PROVISION 514ALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURE SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL 51TE STABILIZATION OR AFTER THE TEI"IPORARY MEASURES ARE NO LONGER NEEDED, UNLE55 OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISP051TION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION, 13. ALL EROSION CONTROL MEASURE5 SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE VIRGINIA EROSION AN EDIMENT CONTROL REGULATIONS, U.S. DEPT. OF AGRICULTURE, U.S. SOIL CONSERVATION SERVICE, COUNTY OF ALBEMARLE EROSION CONTROL ORDINANCE, AND THE COUNTY OF ALBEMARLE ENGINEERING DEPARTMENT. 14. THE CONTRACTOR SHALL. DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE COUNTY OF ALBEMARLE EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. 15. CONTRACTOR 15 RESPONSIBLE FOR OBTAINING A GRADING PERMIT FROM THE ENGINEERING AND PUBLIC WORKS DEPARTMENT. 16. CONTRACTOR SHALL SET UP A PRE -CONSTRUCTION MEETING WITH THE ENGINEERING AND PUBLIC WORKS DEPARTMENT PRIOR TO CONTRUCTION. 17. PRIOR TO THE ISSUANCE OF AN EROSION CONTROL PERMIT, A PRECON5TRUCTION CONFERENCE MUST BE HELD WITH THE OWNER AND CONTRACTOR. ALSO, A PERFORMANCE BOND MUST BE POSTED ON A COUNTY FORM AND APPROVED BY THE COUNTY ATTORNEY AND ENGINEER. THE AMOUNT OF THE BOND WILL BE DETERMINED AFTER APPROVAL OF CONSTRUCTION PLANS BY THE COUNTY OF ALBEMARLE. PROJECT AND CONSTRUCTION NOTES I. BEFORE ANY DEMOLITION, GRADING, OR CONSTRUCTION ON SITE CAN COMMENCE, TREE PROTECTION BARRICADES SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE TREE PROTECTION DETAIL AND NOTES SHOWN ON SHEET LAI. THE CONTRACTOR SHALL MAINTAIN THE TREE PROTECTION BARRICADES THROUGHOUT THE PROJECT DURATION, AND SHALL NOT REMOVE SUCH BARRICADES UNTIL AFTER FINAL INSPECTION BY THE COUNTY OF ALBEMARLE. 2, ALL NEW CONSTRUCTION AND SOIL AND EROSION CONTROL COUNTERMEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 3. ALL WATER AND SANITARY SEIIIER SERVICE LINES TO BE INSTALLED PER VIRGINIA PLUMBING CODE. CONTRACTOR TO VERIFY LOCATION OF EXISTING WATER MAIN. 4. THE CONTRACTOR SHALL COORDINATE AS REQUIRED WITH APPLICABLE UTILITY COMPANIES FOR INSTALLATION OF PRIMARY ELECTRICAL SERVICE AND TELEPHONE SERVICE TO THE NEW BUILDING. 5. THE CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING UTILITIES AND RELOCATE AS NECESSARY IF NEW GRADING SHOWN CAUSES UTILITY DEPTHS BELOW MINIMUM COVER REQUIREMENTS. G. SPOT ELEVATIONS AT CURB AND GUTTER LOCATIONS ARE GUTTER ELEVATIONS AT FACE OF CURB, UNLESS OTHERWISE NOTED. 7. ALL IRRIGATION SLEEVES SHALL BE 4" PVC. ALL LIGHTING SLEEVES SHALL BE I" OR 2" PVC, AS INDICATED. ALL SLEEVE DEPTHS SHALL BE 24 INCHES MINIMUM. (SLEEVE LOCATIONS WILL BE SHOWN ON LANDSCAPE PLANS.) 5. ROOF LEADERS SHALL BE TIED INTO THE PROJECT STORM DRAINAGE SYSTEM AS SHOWN AND FURTHER DESCRIBED BELOW. q. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECE55ARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED. AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 7 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE TO BE SEEDED AND MULCHED WITHIN 30 DAYS. 10. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE COUNTY OF ALBEMARLE. II. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 12. ALL PAVING, DRAINAGE RELATED MATERIALS, AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 13. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING, OR OTHER CONSTRUCTION. 14. ALL 5LOPE5 AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZ:VERT). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 15. PAVED, RIP -RAP, OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 16. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES WITHIN THE RIGHT-OF-WAY. 17. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE --CLASS III. IS° ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (2q CFR PART Ig26). REMARKS TIE INTO CB-2I @ INV. 518.27 TIE INTO CB- I @ INV. 516.40 SANITARY SEWER SERVICE "CO" DENOTES CLEAN OUT, SEE DETAIL SHEE-r C-4 CO NO, FIN, GRID. INV. EL. PIPE LEN.± REMARKS CO- 51 523.50 517.67 q' @ 2.00% CO--52 523.30 517.4q 42' @ 2.00% CO- 53 521.63 516.65 35' @ 7.37% TIE INTO EXISTING I"IANHOLE @ INV. 514.07 EXISTING PLAN INFORMATION TAKEN FROM 'PLAN PREPARED BY: ROUDABUSH, GALE t ASSOCIATES DATED MARCH 251 lgg4. FOREST LAKES NORTH BRANCH CHARLOTTESVILLE, VIRGINIA SITE GRADING, UTILITIES, AND EROSION CONTROL PLAN FIRST CITIZENS BANK 4 REVISED PER COUNTY COMMENTS 4-1-95 RAK 3 REVISED PER COUNTY COMMENTS 3-20-98 RAK 2 REVISED PER ARCHITECT 3-11-95 RAK I ADDED EXISTING SIDEWALK 2-I5-gB RAK No. REVISION DATE BY SCALE: 0 =20' DRAWN BY DATE RAK 1 I-3--017 CHK'D BY JOB NO. PAB 011037.40 KIMLEY-HORN & ASSOC P.O. BOX 33068 RALEIGH, N.C. (919) 677-2000 SHEET TOOLED EDGE 3000 psi CONCRETE ASPHALT PAVEMENT 4 a - • 4 da a 3" COMPACTED ABC; 1.5" S 1-2A 2" I-lA 6" AGGREGATE TYPE 1 #21A TYPICAL. ASPHALT PAVEMENT SECTION IN VEHICULAR AREAS (" MIN I I B 119 11=1 11=1 11- #21 A TT ;M ,lll, ,l COMPACTED COMPACTED BACKFILL BACKFILL TYPICAL. ASPHALT PAVEMENT SECTION IN PARKING AREAS STANDARD PAVEMENT SECTIONS EXT I GRAI CONTRACTOR SHALL PLACE A I6"xl8"x3" CONCRETE PAD AROUND CLEANOUT AT FINISHED GRADE IN ALL PAVED LOCATIONS ADAPTER :N TEE NYE ERVICE PIPE AS PECIFIED MIN. GRADIENT 1/5" PER FT. TYPICAL CLEANOUT DETAIL 3000 psi CONCRETE 4 • a •. 6.0' SIDEWALK'SECTION 4- SECTION V I EW �6.0, MIN. _ VARIES 6.0' MIN. — SEE SHEET C1 0 12:1 MAX. 12:1 MAX. o TOOLED CONTRACTION JOINT (TYP.) PLAN VIEW H/C PARKING STRIPING SIDEWALK DEPRESSION DETAIL Z 0 Q > Ld J w CON51RUCTION SPECIFICATIONS: THE AREA UNDER THE EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT. FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION, ORGANIC MATERIAL, LARGE STONES, AND OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHOULD BE COMPACTED IN 6" LAYERS BY TRAVERSING WITH CONSTRUCTION EQUIPMENT. MAINTENANCE: SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN VOLUME OF THE WET STORAGE. SEDIMENT REMOVAL FROM THE BASIN SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE AND CAUSE SEDIMENTATION PROBLEMS. FILTER STONE SHALL BE REGULARLY CHECKED TO ENSURE THAT FILTRATION PERFORMANCE IS MAINTAINED. STONE CHOKED WITH SEDIMENT SHALL BE REMOVED AND CLEANED OR REPLACED. THE STRUCTURE SHOULD BE CHECKED REGULARLY TO ENSURE THAT IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED BY EROSION OR CONSTRUCTION EQUIPMENT, THE HEIGHT OF THE STONE OUTLET SHOULD BE CHECKED TO ENSURE THAT ITS CENTER IS AT LEAST 1 FT. BELOW THE TOP OT THE EMBANKMENT. CROSS SECTION OF TEMPORARY SEDIMENT TRAP 1992 3.05 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE S UPPOR T) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6' MAX. I •-� III= / _ FLOW- - 4" 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. FLOW ��jif � JIa I I � F11— II SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) Source: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, Sherwood and Wyant Plate 3.05-2 1992 3.07 BLOCK AND GRA VE'L DROP INLET SED IMEN T FIL TER WIRE SCREEN CONCRETE BLOCK GRAVEL* FILTER WIRE SCREEN /-- FILTERED WATER OVERFLOW _ IN 1 11 IL RUNOFF WATER WITH .,.,......,, SEDIMENT I P a. DROP INLET R WITH GRATE SEDIMENT ' SPECIFIC APPLICATION • THIS METHOD OF INLET PROTECTION- IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. Source: Va. DSWC Plate 3.07-3 txi GR 70' PROFILE CONSTRUCTION ENTRANCE nni'%m^e r-n r^RTUNE L CONSTRUCTION DETAILS FIRST CITIZENS BANK 1 REVISED PER COUNTY COMMENTS 3-20-98 RAK No. REVISION DA-rE BY SCALE: AS NOTED DRAWN BY DATE RAK 11--3—c17 CHK'D BY JOB NO. PAB 011037.4b KIMLEY—HORN & ASSOC P.O. BOX 33068 RALEIGH, N.C. (919) 677-2000 J RUBBER HOSES LAWN PLANT BED PROVIDE EDGE WITH CLEAN CRISP SEPARATION BETWEEN ADJACENT MATERIALS f 3" MULCH CUT EDGE MINIMUM OF 4"BELOW GRADE R TO RECEIVE MULCH 1 LAWN /MULCH EDGING (TYP.) L A-1 NTT 5 METAL EDGING PLAN LA-1 SCALE 1 "= 20' DECORATIVE STONE BUILDING ^f O 000 pi D V 000� e 0 OQ 0a O 0� —, 00-- oO0�OJ SIDEWALK CONCRETE METAL EDGE I o O MULCH PLANTING BED 45 DEGREES ♦� ao ------------/ ,...�.. D MULCH FINES , --►IB" ;.— FILL WITH LA g METAL EDGING AT ENTRY (TYP.) A-� PLAN NTS PLANT LIST VARIES, SEE PLAN { f f PLANT GROUNDCOVER THROUGH MULCH 2" MULCH 6" ROTOTILLEDi NATIVE SOIL AMEMDED AS • ' ' . PER SPECIFICATIONS RIPPED SUBSOIL UNDISTURBED SOIL \x// (GROUND COVER PLANTING (TYP.) MULCH r LANDSCAPE BED METAL EDGING 6 METAL EDGING (TYR) LA-1 NTS /07 METAL EDGING CORNER EDGING e 6' RADIUS TYPICAL (CORNER INSIDE OR OUT CONTINUOUS STEEL EDIGE K'7'_ METAL EDGING CORNER (TYP.) L A-1 (NTS \`•_.J/ TOP OF MULCH TO BE EQUAL TO LANDSCAPING SIDEWALLK BUILDING ON 6" MOUND x a 18 0� g00 3 1 I MULCH _--- -- MOUNDED A �, LANDSCAPE BED VW' SIDEALK 3" DECORATIVE STONE FILTER MAT 8 METAL EDGING AT ENTRY SECTION (TYP,) QTY 'COMMON NAME I rSCiENTIFIC NAME #CAL/RT 'MIN HT. ! (MIN SPRI (NOTES ' I ITREES # 10 »..... v.r...,.�r. .,_I...r..... EASTERN REDBUD _......_...».....�...w _..n.. ..v....,�..,.,..............: _.-.. ,«., ............�..... CERCIS CANADENSIS "FOREST PANSY" I »�... +,...,.v..n.a,....,...n.+.v............._....w...ae,:,..._....+.......,.r..a..__..n...........r.r.r._...n....r..,.....«..n...-.....�..._. I I BB # 8' � 1 ,.,.,..n...,.....,..n..m..,.n".,..a_..,..w�e.3�._..r..n.v..n....r...._»,........ ( 3' I 10 ALLEE ELM i ' ULMUS PARVIFULIA "ALLEE" 1 3" CAL BB I 16' I 5� MATCHED, LIMBED UP TO 7' I 3 # � f , � LEGACY SUGAR MAPLE f ( � ACER SACCHARUM LEGACY "LEGACY" I II 13 CAL BB 16 I I 4 � # MATCHED I ......___,....„-_.,...,_-.,._.,.� 3 € ; OKAME CHERRY PRUNUS X 'OKAME'».w �_.._._..-,._.:___.._...-.._ 10 2'' CAL �.�._.___..�.._...,.....„_.... ' ! MATCHED 1 JAPANESE MAPLE ACER PALMATUM "BLOODGOOD" '-f " ' E BB j 6' 3' ;MATCHED € 9 1 } LONDON PLANE TREE i PLATINUS X ACERIFOLIA 3�/2" CAL BB € 16' 5' MATCHED, 35' OC e.«.., ..__...... ► ..„.�S ... _m�..-.__......_.__...._.I.,. __.,„_..,.«..«..«.__..._._._....„.._,._.,�....,.�..._..._..�.,..........�._......_...,.._....__-�_..___.,�... .__.,..w.. _.�.., � � ..�._ ._..„....»._..�_.._. , _..__..._.�..._n.�..M�..-..,_«....,-__._.....___..... t H R U B S I i I ' 83 I HARBOR DWARF NANDINA NANDINA DOMESTICA "HARBOR DWARF" I CONT I i 11 ; I 1' FULL V j 26 WINGED EUONYMOUS i EUONYMOUS ALATAS "COMPACTA" I CONT 2' i 1811 j I FULL j 11 48 ii; I JAPANESE BARBERRY CONT � 2' FULL j I DENSE YEW TAXUS X MEDIA "DENSIF0RMIS'1 I CONT 2 l 2.5' € ._^w.._._...__._....-__-._.-.».__.. ,. I FULL 23 } WARDS YEW TAXUS X MEDIA "WARDII" CONT { 2' s 2.5' FULL 16 { (GREEN LUSTRE HOLLY ILEX CRENATA GREEN LUSTRE I CONT 18" 18" I FULL 60 I ROSY GLOW BARBERRY BERBERIS THUNBERGII "ROSY GLOW" F CONT 1 1 1811 ! 8" ; FULL, 2.5' OC ROWS I I GROUNDCO VER , �......_.._...- .....,_.....,...,_ . ._.._...._.,......«.....,_.._...,».-....._...�.... I �.............._....,.....,_. ....................... ._.._.._ ; ......1._.....,.__......._....,.._.._.. _.._....,..._.._.........,,...» . ,«...r.._.- .._.3 ! I I 71 1 { SAYBROOK GOLD JUNPER � II 1 I 11 C I JU�IIPERUS CHINE�l�IS SAYBROOK GOLD � 1 CONT f 4 y 11 10 # t 1 I 1 ! 24 OC I 171 ¢ SAN JOSE JUNIPER I I JUNIPERUS CHINENSIS "SAN JOSE" CONT i 12" 15" I 30" OC i 8 � 6 f � PERIWINKLE l g I VINCA MINOR ; • 1 PINT CO�iT I , I 1 12 OC I I « SOD 1 € 1 E _ (. f E S E SPECS f..._..�_...a,_. I �. +PINE BARK NUGGET MULCFN .. .a�.......a�-..wL.aSEE ...SPECS :...,....�_..w_.a._.._ _.� ; GENERAL NOTES: (APPLY TO ALL SHEETS) I. PLANT LIST IS PROVIDED AS CONVENIENCE ONLY. IN THE CASE OF ANY DISCREPANCIES IN QUANTITIES OR AREAS BETWEEN PLANS AND PLANT LIST, QUANTITIIES NOTED ON PLAN TAKE PRECEDENCE. CONTRACTOR IS TO BID PLAN. 2. ALL SUBSTITUTIONS IN PLANT MATERIALS SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3. ALL MAJOR TREE PLANTINGS AND BEDS SHALL BE STAKED FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 4. ALL TREES SHALL BE PLANTED IN 5' DIAMETER MULCH BEDS EXCEPT AS OTHERWISE NOTED ON PLANS. ALL TREES, SHRUBS AND GROUND COVERS SHALL RECEIVE UNIFORM MULCH COVER AS SPECIFIED. 5. ALL DISTURBED AREAS SHALL BE SODED TO PROVIDE UNIFORM COVER OF FINE FESCUE SOD AS SPECIFIED 6. DO NOT PLANT IN STORMWATER CONVEYANCE SWALES. MAINTAIN MINIMUM GRADES ESTABLISHED BY NTS 5 REDBUD 4 ALLEE ELM TREE SOCK TO FIRST CROTCH GUY ROPES 3 PER TREE FLAG 3" MULCH ROTOTILLED NATIVE SOIL AMENDED AS PER SPECS SAUCER AROUND PIT DELETE W/ IRRIGATION CUT AND REMOVE TOP RINGS OF WIRE BASKET AND BURLAP STAKES RIPPED SUBSOIL FOR FLATBOTTOM TREE ROOTBALLS,REST ION :. ' ; . ' ----- ....... 1 - . UNDISTURBED PEDESTAL ' SET BAIL 1/4-1/3 ABOVE PROPOSED GRADE W/ RESPECT TO DRAINAGE CONDITIONS. REST BALL ON UNDISTURBED SUBSOIL SUPPORT ROOTBALL W/ COMPACTED EARTH RAISED TREE PLANTING (TYP.) NTS ROUTE 29 (N.B.L.) ROTOTILLED IWAI TOPSOIL AMENDE PER SPECIFICATI( SAUCER AROUND PIT (DELETE WIT IRRIGATION) CUT AND REMO' BURLAP FROM 1/3 OF ROOTBA RIPPED SUBSOIL UNDISTURBED S, —w 4 RAISED SHRUB PLANTING (TYP.) 48 JAPANESE BARBERRY 7 LONDON PLANE TREE ^ — + + — --- r r + t r t + + + t r — —_ ---— VN / MULCH EDGE SOD r � r, r - 5 REDBUD 4 GREEN LUISTRE HOLLY 6 WARDS YEW JAPANESE MAPLE 1 j 24 SAYBROOIK JUNIPER 86 VINCA MINOR SOD`' 5 ALLEE ELM ti.4 •-.` ',. `•*.ham ; ♦,h,': -.• ` .... SUGAR MAPL J 77, ell - SOD FYI • 60 SAN JOSE JUNIPE 'I PROPOSED • # _.. ,ST CITIZENS .,�,..,._ 13 DENSE YEW BANK SOD •~"- "a- 8 GREEN LUSTRE HOLE � METAL EDGING PLAN e SUGAR MAPLE �• 7 WARDS YEW r et!]Er.rx . • �� , , - , ,� 20 SAYBROOK JUNIP R r 5 TYP. 17 HARBOR DWARF NANDINA SOD / 17 HARBOR DWARF NANDINA 35 SAN JOSE JUNIPER- '' METAL EDGING AT ENTRY • -• SVGA ,:,: .... R MAPLE / / -RAISED SHRUB PLANTING (@ 50 SAN JOSE JUNIPER / GROUND(COVER PLANTTNG� MULCH MULCH \ 30 ROSY GLOW BARBERRY 3 30 ROSY GLOW BARBERRY LA-1 RAISED TREE PLANTING / - MULCH I 1 ALLEE ELM 35 DENSE YEW 13 SAN JOSE JUNIPER 13 SAN JOSE JUNIPER M I SOD 3 OKAM CHERRY 'I (LAWN /MULCH EDGE A, / O r� SOD o 2 LONDON PLANE TREE o eye i SC r+ SOD 49 HARBOR DWARF NANDINA 10 SAYBROOK JUNIPER ^� 4 WARDS YEW I 4 GREEN LUSTRE HOLLY - .I 26 WINGED EUONYMOUS 6 WARDS YEW 17 SAYBROOK JUNIPER SET ROOTBALL 1/2- 1/3 ABOVE PROPOSED GRADE ACC0RDIf\1G TO SPECIES AND DRAINAGE CONDITIONS, CONSULT LANDSCAPE - ARCHITECT 3" MULCH -INISHED GRADE • 1 6" MIN. TS HRUEHER r 'A LRIIUSCRPE RRCHITECIURE \0 ��� 1 S Tom' C ` 93 = ilii�1111�`t`,�\\, P.O. BOX 2625 DURHAM, NORTH CAROLINA 27715-2625 DUKE FOREST PLACE BUILDING D, SUITE 100 3326 CHAPEL HILL BLVD. DURHAM, NORTH CAROLINA 27707 TEL: 919.419.1199 FAX: 919.419.1669 E-MAIL: lhpa@mindspring.com NO. 0 REVISION ® DATE ® s DATE IM 11A9.97 DRAWN ® MHH CHECKED 0 BY WRH JOB IN 9767A LAI ShJEET a OF 2 SECTION 0290Q -LANDSCAPING Description of the Work: The extent of landscaping shall consist of furnishing, storing, acclimatizing, delivering, and planting trees, shrubs, and groundcover plants of the type and size indicated on the drawings, including all materials and incidental operations completed in accordance with these specifications. Related Work Specified Elsewhere: 111171V{e.: ry-awA Lrr tgat irxt System - Sant inn 02111 n_ Lawns -Section 0293U. QUALITk ASSURANCE: Applicable Standards: Comply with -the latest provisions of ANSI �60.1+ "The Amrerican Standard for Nursery Stock"+ The Sofl Science Society of America, The Association of Agricultural Chemists, The National Bureau of Standards Department of Transportation (NCDOT) and Agricultural Extension Service. All plant materials must be selected from nurseries that have been inspected and certified by state plant inspectors. Plant Names and Labels: The nomenclature used in the plans and specifications conforms, with few exceptions, to that of the current edition of Standardized Plant Names as adopted by the American Joint Committee on Horticulture Nomenclature. Furnish healthy, properly planted, fertilized, and maintained living plants at completion all to insure the Owner a healthy and living landscape. Plant material must be -free of disease, insects, eggs+ larvae, and defects such as cancer, sun_scald, injuries, abrasions, dehydration, windburn disfigurement, leaf chlorcosis, or defoliation. Guarantee that any chemicals used will mot permanently damage or harm desired plants. Plants shall be subject to fnspection at any tiara for the duration of the project. Plant shall be inspected for their genus, species, variety, health, quality, size and color. Plants which are. lacking compactness, lacking proper proportions, weak or thin, or plants injured by too close planting in nursery rows will not be accepted. Plant material which have been cut back from larger grades to meet certain s ecif'ed re u'rements w'II be rejected R t d I t h II MATERIALS: Topsoil shall consist of loose, friable, sandy, topsoil free of admixture of subsoil, refuse, stumps, roots. rocks, brush, grass,, weeds, and other material which would be detrimental -to the proper development of vegetative growth. The"term used herein shalt mean that portion of the soil profile defined technically as the "A" horfzcfi by the Soil Science Society of America. The pH range shall be 5 - 7.5 and shall be tested in conformance with the standards of the Association of Official Agricultural Cneml sts. lopsol l snul l not coiltui n stone I" and over in diameter. Furnish a canpiete soil analysis of all topsoil, whether it Is furnished from off site sources or stripped on site. The test and recommended actions shall be submitted to and approved by the Architect prior fie final gradI ng and any planting. Topsoil in Its amended form shall be named planting soil in this specification. Obtain topsoil fran on site. SOIL AMENDMENTS: Lime: Natural dolomitic limestone complying with NCDOT 960.2. . Superphosphate: Soluble mixture of treated mineralst 20 percent available phosphoric acid. Soil Conditioner: Well rotted, and composted pine bark mulch with a maximum particle size of 1/4 and containing no chemicals or ingredients harmful to plants. Fertilizer: Complete fertilizers with some elements derived from organic sources. Fart II1zers to be used shall have at least at least 50x of their nitrogen content in a slow -release form. Soil Amendmenl- Fertilizer (Granular Form): For mixing in planting backfill and shall have a ratio of nitrogen / phosphorous / potassium of 4-4-2. Tablets will be a complete and balanced fertilizer in . tabular form with 50x-80x of the nitrogen to be slow release form. p q r r e�ece panssa be removed from site and replaced immediately at no additional . . cost. Plants shall not be pruned prior to delivery. Plants shall be freshly dug at time of delivery unless .being dug under MULCH: an approved summer digging system. Archifect will inspect trees and shrubs for size and condition of balls and root Pima bark nugget mulch free from deleterious materials and systems and latent defects at site. suitable for -top dressing of trees, shrubs, or plants. The pine bark nuggets shall contain no chemicals or ingredients Plant Selection Provide representative photograph of each of harmful to plants. Contractor shall verify with the Architect the selected BBB plant motor 1aI- Tho photographs shall be 3" x which mulch will be accepted. 5" mum, and portray the plant material with an instrument of scale (ruler or human). Approved photographs shall be used to measure delivered plant mmterials for quality. PLANT MATERIALS: Substitutions: Substitutions will be permitted only upon Balled and burlapped plants IB B) shall be dug so as -to submission of proof that a specfffed plant is not obtainable. retain as mxrny fibrous roots as possible, and shoII come from Propose the use of the nearest obtainable variety of the plan soil which will form a firm ball. The soil in -the ball shall be havirng the same essential characteristics that is equal to or original and undisturbed in which the plant has been grown. The greater in size. Include all costs of post bid substitutions root ball shall be of diameter not less than that recommended in thie base bid. Substitute material delays will not be by the Amlericarl Standard for Nursery Stock. considered justifiable grounds for an extension of construction tfmre. Balled and burlapped material shall be accomplished using open mesh jute (loomed) burlap material. Synthetic burlap will not . SUBMITTALS: be acceptable. Burlap surrounding ball shall be tied with organic twine. Reinforce balls on trees of 4.5" caliber and The contractor shall submit the following prior to above with 6 x 6 W1.4 x. W1.4 welded wire fabric wired around construction: ball with 10 ga. wire. * North Carolina Department of Agriculture cart 1fIod topsoil Plants with a cracked or broken ball will not be accepted. analysis with soil amendmlent and fertilizer materiul recommendations for on site and borrowed materfol. The Container stock shall have grown in the containers in which contractor shall collect samples fran several areas of differing delivered for at least six months, but not over two y sails on the site, label as such and submit -to the NCDOA for Samples must prove no root -bound conditions exist. Do not plant anoIysIa- The soft analysis shall becor>re the basis for base bid container plants that have cracked or broken balls of earth soil fertilization. when taken fran the container. Do not remove container grown . stock from containers until planting time. * Planting Schedule : The Contractor shall submit a proposed planting schedule, indicating dates for each type of landscape Deciduous Trees: Provide B d,6 trues of height and caliper wwK. scheduled or shown and with branching configuration recommended by ANSI A60.1 for type and species required. Provide single The contractor shall submit the following upon request from the Deem trees except where special forms are shown or listed. Architect: ciduous trees shall. be straight and symmetrical with a crowd havI ng a persistent main leader. The amrounf of crown shall be * Imported topsoil sample, mulch sample, and soft condifIoner fn good overall proportion of the totaI height of the troe . saline I e. -_ . Mu I t f -trunk trees sha I I have the required number of true rks as ' called for on the plans, originating from a common base at the Submit manufacturer's data► inspection certIcate, and ground Iine. . maI ntenance Instruction on all landscaping materials. Small tress and shrubs shall be well forked and hav e u crown * Certificates of Inspection as required by governmentoI typical of the species. Materia{ shall bf3 B B.B. bore root or authorities. containerized as indicated in the plant schedule. Pruning Maintenance Instruction: Typewritten instructions recommending plants to meet sizes called for on the plans will not be procedures to be established by Owner for maintenance of permitted. landscape work. Meet with Owner, describe maintenance instruction at site prior to substantial completion. MISCELLANEOUS LANDSCAPE MATERIALS: . * Chemical Application License: Application of herbicide, Staking: Stakes for bracing or supporting trees shall be red insecticides and other chemicals, shall be applied under the oak, free from Knots, rot, cross -grain oc ather defects that direction of a person licensed by the State of North Carolina to would Impair the strength of the stake. Snakes shall be 2" x 2" apply such chemicals. The License of the Applicator shall Include In size of adequate length as Indicated by detail. Stakes shall certification for Ornamentals and Aquatic and be current. be painted black. . DELIVERY, STORAGE AND HANDLING: Hose Bark Protection: To be used with wire for bracing and guying trees shall be 1/2" in diameter. Color shall be black. Nursery Storage: Provide for storage, accIImat Ize, and . coordinate delivery with General Contractor or site Wire: Used to guy trees shall be now soft annealed galvanized superintendent or owner. steel wire. Trees shall be guyed with No. 12 double -twisted wire. Trees and Shrubs: Do not bend a- bind -tie trees or shrubs in such manner as to damage bark, break branches, or destroy Turnbuckles: Turnbuckles shall be alvanzed and shall have g I. naturgl shape. Provide light colored, opaque, water -flight „ screw eyes of 1/4 diameter or larger. protective covering during delivery. Do not drop balled and burlapped stock during delivery. Wrapping Sock: For trees shall be of a stapled burlap sock, which is 1.5 Lim e the diameter of the trunk. Deliver trees and shrubs after preparation for planting have been completed and plant immediately. Keep plants moist in Twine: Used far t in y g s+rapping sock on -trees shall be two-ply transit, in storage and where staged on the site. If planting 1/8 diameter nylon twine. . is delayed more than 24 hours after delivery, set trees and shrubs in shade, protect from weather and mrechanical damage, Filter Fabric: Use Mirafi 140NSL non -woven 3.5 oz. water plants and keep roots moist by covering wittl mulch, polypropylene or polyester filter fabric in tree pifis. Equals: burlap or other acceptable means of retaining moisture. Heel- Supak 4 NP by Phillips Fibers, EnkafII-ter Type E35 by Enka, or in Balled and Burlapped plant material by carpletely covering Amoco 4545 by Atlantic construction Fibers. the root ball with Ing material -to prevent freezing of the root bolt, and remove ties fran branches. Decorative Stone: Evenly graded and washed natural stone consisting of the following: JOB CONDITIONS: Stone Type Description Diameter Notes UtIIItIas: Determine the location of underground utilities and perform work in a manner which will avoid possible damage. Type I River rock 1" White to buff Notify appropriate parties and arrange for the restoring of colored, naturally damaged utility services. rounded quartz. .. . No planting shall be done in -frozen ground, when snow covers the ground or when the soft is fn an unsatisfactory condition Metal Edging: Provide extruded .1 25" thick metal ed in b 4 9 y for planting. If special conditions exist, which may warrant a Bc.�-dar Concepts Inc. (704.541.5610) or equal and stakes by an variance in the above planting dates. a written request shall approved manufacturer. Size:3/16" x 4N. color shall be be submitted to the Architect stating the special conditions preferably black but brown is also acceptable. and the proposed variance. ilater: NCDOT 960-8. Verify if water wilt be available at the SPECIAL PROJECT WARRANTY: site and make the necessary provisions to water if it is not available on site. Establishing Date of Acceptance: Within two weeks of completion of all the landscaping requirements, request an Inspection of EXECUTION: all the work. Should the work be substantially complete+ the I nspection report will retard the date. On the date at which Do not proceed with landscaping if grade elevations are non -complying items are observed and corrected, the landscape Iincorrect, if shape required by contours is not in place, or work will be accepted and -the warranty period shall begin. other unsatisfactory conditions exist. Plant Warranty and Replacement: All plants shall be warranted Lay out individual tree and shrub locations and areas for to be alive and healthy with sufficient growth from the date of multiple plantings. Make minor adjustments as may be required. acceptance for a period of one year. Eleven months into Contact Architect with major revisions. warranty period, the caitractor shall request a year -ends inspectI on by Owner and Arch ffact . It is the contractcr s PREPARATION OF BACKFILL SOIL: responsfbflity to request year -and Inspections, and tale warranty continues Indefinitely until such time as the Backfill soil is the material used to create landscape planting Inspection and potential required actions sat I sf actor 1 1 y take beds or the material needed to backfill tree plantings. plaCo. Prior to placing Backfill SoII, Loosen compacted subgrade of The contractor shall take Immediate action to carry out the planting, remove stones measuring over 1-1/2 in any dimension year-end inspection punch list. All work shall be carried out and remove sticks, stones, rubbish, and other extraneous in a manner in conformance with these contract documents. All matter. replacements shall be plants of the same kind as originally planted and shall be of size equal to that attained by adjacent Prior to mixing Backfill Soil clean topsoil of roots, plants, plants of the same kind at the time replacement is made. sods, stones, clay lumps, and other extraneous materials Removal and replacement shall be at no cost to -the Owner. Only harmful or toxic to plant growth. one replacement (per plant) will be required at end of warranty period, except for losses or replacements due to failure to Mix 50x topsoil and 50x subsoil at the following depths to carply with specified requirements. create Backfill Soil: Damage duo to vandalism, removal, relocation, or other AREA DEPTN OF TOPSOIL /SUBSOIL actties by others will not be grounds for replacement. MIX Owner`s failure to water or maintain will not be grounds for replacerrpnt. Lawns see Lawn Spec ificatials Annuals and Ground Cover Beds 6 deep fot the entire bed. Tree wrap, stakes and guy wires shall be removed by the Shrubbery Planting Beds 11 deep for the etrtire bed Contractor at the conclusion of tho 1-year guarantee period. Tree Plantings 12" deep by 2.5 times ball dIamoter Place Backfill Soil in locations near the planting bed or hole. For annuals, groundcovers, and shrubbery beds+ place according to details. For trees, place Planting Soil around hole. AODITIION OF SOIL AMENDMENTS: AREA SOIL AMENDMENT SOIL CONDITIONER AREA OF AND FERTILIZER RATES DEPTH /RATE DEPTH OF CULTIVATION Annuals As per soil 3" over bed. 6" deep for Groundl Cover Beds Shrubbiery Plant I Beds entire bed. 6" deep for entire bed. 12 deep for the entire bed. Tree Pits As per soil One part soil Mix test. conditioner to through three parts Backfil . Backfill soil. soil. Mix these materials thoroughly in the depths described. Dispose of excess subsoil removed from planting holes or beds. Do mat spread over topsoil areas. PLANTING OPERATIONS: GENERAL: Place fertilizer tablefis in each planting hole at the quantity, depths, and arrangement recommended by the manufacturer. .BdB PLANTING Set B d B stock plumb and in center of pit or trench with top of ball at the Sainte elevation as adjacent -finished landscape grades plus 4"(this distance should be adjusted by the contractor as drainage conditions warrant). Compact a cone of subsoil around the base of the root ball fie provide support. Remove all ties around the plant's trunk and ball. Remove top 2/3 of wire basket and remrove burlap from top 1/3 of bolt. When set, place Planting Soil mixture around base and sides of ball, and work each layer to settle backfill and eliminate voids and air pockets. When excavation is approximately 2/3 full, water thoroughly before placing remainder of Planting Soil. Repeat watering until no more is absorbed. Water again after placing final layer of Planting Soil. Form 4" high saucer (delete saucer wit nd h irrigation)around tree ashrub pits. Individual plant pits shall be finished with topsoil mix placed outside rim of pits to form saucer. over entire area of pits. On all slopes except minor ones, soil mix shall be formed into an adequate dam or shoulder on downhill side to catch and hold water. Staking: Trees shall be staked in a plumb position IffinedIate Iy after planting. Stakes shall be equally spaced about each true and shall be driven vertically unless otherwise indicated, into the ground to a depth of 18" in such manner as not -to injure the ball or roots. Trees shall be fastened to each stake as indicated in the planting derail. Guying wires shall be encased in hose to prevent direct contact with bark of the tree and shall be placed around the trunk in a single loop. Wires shall be tightened and kept taut by turnbuckles. Wrmpping: Only deciduous trees shall require wrapping. Trunks of Trees at least 1 over in caliber shall be wrapped bFayinning at the base of the tree and extending to the first branches. Wrap trees by forming a burlap sock from stapled strrips of burlap to 1,5 times the diameter of -the tree. Hang the sock from the lowest branch by tying with heap twine. PLANTTING SHRUBS: When planting shrubs, forma planting bed out of planting sofil 6" above the proposed final grade of the surrounding area.Sett container grown stock on undisturbed subsoil to prevent setttling. Set plant at height as specified in the details, or adjust to provide adequate drainage. Remove -the container without damaging the root ball ar the branches. Place plant in the hole in the proper location, backfill with planting soI l, being sure to compact adequately to remove voids and air pockets. Forrm 4" high saucer (delete saucer with irrigation)around theee and shrub pits. Individual plant pits shall be finished wiith topsoil mix placed outside rim of pits to form saucer over entire area of pits. On all slopes except minor ones, sol(I mix shall be formed Into an adequate darn or shoulder on downhill side to catch and hold water. PLANTTING GROUND COVER: Space ground cover plants as indicated in the plant schedule. Dicg holes large enough to allow for spreading of roots and bacckfill with planting soil. Work soil around roots to elliminate air pockets and leave a slight saucer indentation aroound plants to hold water. Water thoroughly after planting, taking care not to cover crowns of plants with wet soil I s. MULCHJNG: Mulch all pits, trenches, beds arrd planted areas. Provide not less than specified thickness of mulch, and work into top of backfill and finish level with adjacent finish grades. Remove extraneous matter from mulch. Mulch all planting areas and plants as follows: AREA DEPTH OF MULCH Trees 3" Shrubs and Shrubbery 3" Beds " Groundcover Plantings 3 Annual Beds 2" test. As per soil test. As per soil test. MISCELLANEOUS LANDSCAPE WORKS: 1" over bed. 3" over bed. Install metal edging where indicated. Metal edging shall be installed with prefabricated corners with the edge in straight lines and smooth profiles. Anchor with metal stakes as provided by the manufacturer and spaced on not more than Install decorative gravel where indicated by first laying filter fabric continuously under gravel. Place specified depth of gravel+ working into all voids. Provide smooth surface free of extraneous matter. MAINTENANCE: Beg1n maintenance immediately after planting and continue until Date of Final Acceptance by the Owner. �latarr i ng: A I l p l ants sha I I be watered dui f ng and f rrrrred i ate l y afterr pIantfng and a minimum of once a week unless unusual wet .weather conditions exist or an irrigation system fs operating. At each watering the soil around each plant shall be thoroughly satuirated. The contractor shall provide adequate water for proper plant health until Date of Final Acceptance. Maintain trees, shrubs, and other plants by pruning, cultivating, and weeding as required for healthy growth. Restore pl{biting saucers. Tighten and repair stake and guy support and reset trees and shrubs to proper grades or vertical position as required. Restore or replace damaged wrappings. Spray as required to keep trees and shrubs -free of insects and disuarie. The contractor shall provide maintenance -for proper plume health until Date of Final Acceptance. MaInitafn planting beds as required to fill depressions, repair oro&ion, smooth edges, and weed beds as required to provide cloon planting areas at Date of Final Acceptance. CLEANIUP AND PROTECTION: During landscape work, keep pavements and sidewalks clean and work, area in an orderly condition. Remove fire marks from paved surfaces. Protect landscape works and materials from damage due to landlscape operations, operations by other contractors and subcontractors. Maintain protection during installation and maintenance periods until Date of Final Acceptance by the Owner. All pavements, grassed and planted areas, structure and sub- structures disturbed due to the execution of this work shall be restored to their original conditions. Relandscape all eroded areas. out I INSPECTION AND ACCEPTANCE: When landscape work I substan t I a I I y co(Tpleted, InoIudIng maintenance, -the Architect will, upon request, make a Pre -Final Inspection to determine acceptability. From this inspection the Archftect will develop a punch Ifst based on failures -to met the quantities, qualities or conditions of the plans and specifications. The Punch -List may be added to as additional items are discovered. The contractor shall undertake correcting the punch -list items immediately. When inspected landscape work does not comply with requirements, - replace rejected work and continue specified maintenance until re inspected by Architect and found to be acceptable. Remove rejected plants and materials promptly from project site. When all Punch - List Items have been corrected according to the plans and specII cat 1on, the contractor shall be granted final acceptance and this shall establish the Date of Final Acceptance. END OF SECTION 02900 SECTION 02930 -LAWNS . Description of the Work: The scope of -the work shall consist of sodding. fertilizing, liming and mulching on all areas desI gnated for lawn establishment as shown on the plans. Related Work Specified Elsewhere: Underground Irrigation Sysfiem -Section 02810. Landscaping -Section OZ900. Quality Assurance: Quality Standards: The Contractor sholl furnish -the Owner with a properly planted+ fertilized, and maInta1ned living lawn at the Date of Final Acceptance. Owner's Responsibility: It is the Owner's responsibIIIty to furnish water to the site and properly maintain the grass and lown.after Date of Final Acceptance. Guarantee and Replacement: The Contractor shall guarantee that no area of lawn shall have bare spots or cover thou is unacceptable totaling more than 2% of the individual lawn area at the Date of Final Acceptance. The Contractor shall resod at the appropriate season, any spots or portions of Iawrl at his own expense that fail to perform, in accordance with these specifications. Submittals: Topsoil Samples: The contractor shall submit topsoII samples and a topsoil analysis test for the Architect's review prior to grading and planting. Materials: LImrestone: Agricultural ground IImrestone shall be doIomitIa type NCDOT Section 960-2, Fertilizer: fICDOT Section 960-1. Fertflfzer corposftfon shall be approved by the Archftect prior to spreading and shall be dry and free flowing, and shall be delivered to the site in the guaranteed analysis. Any fertilizer which becomes caked or otherwI se damaged making ft unsuitable for use, will not be accepted. Fertilizer shall not have been exposed to weather prior to delivery until used, I shall be completely protected at all times. It shall not be stored fn direct contact with the ground. Sod: Provide strongly rooted sod, not less than 2 years old, free of weeds and undesirable natve grasses and machine cut to minimum pad thickness of 314N, excluding top growth and thatch. Provide only sod capable of vigorous growth and development when planted (viable, not dormant). Provide sod of uniform pad sizes with maximum 5% deviation in either length or width. Broken pads or pads with uneven ends will not be acceptable, Sod pads incapable of supporting their own weight when suspended vertically with a firm grasp on upper 10% of pad will be rejected. Sod Mixture: 100x tall fescue sod mix. Topso i I sha I I consist of I Dose, fr f ab I e, sandy I o.:im topsof I free of admixtures of subsoil, refuse, stumps, roots, racks, brush, grass, weeds, and other material which would be defrimentol to the proper development of;vegetatfve growth. The term "topsoil" used herein shall mean that portion of -the soft profile defined technically as the "A" horizon by the Soil Science Society of America. The pH tango shall be 5-7.5 and shall be tested in conformance with the standards of the Association of Official Agricultural Chemists. Topsoil shall not contain any stones 1 frich .and over I diameter. All topsoil aIfhor furnished by the Contractor or stripped from on site shall have a complete so(I test performed at the expense of the Contractor: ''The test and recommended nations shall be submitted and approved by the Architect prior to final grading and any seeding or sodding. Water: Clean, drinkable. Installation - General: Topsoil Preparation: All areas to receive lawns shall have topsoI l spread and cultivated to provide a reasonably firm, but friable bed. Clean topsoil of debris, roots, and stones from 1" diem. -to 3" in diameter. Depth of cultivation shall be 4" minimum. Limestone, If needed, and fart flfzer shall be applied unI formly, prior to soft preparation at the rate suggested by the soil analysis results and recommendations. Under dripline of existing trees, use hand cultivation methods to cultivate -to 1 " depth. Fertflfzer: Fertilizer shall be dIstrIbuted evenly by machanIGoI spreader, worked into the top 4 inches of topsoil not more than one week prior to seeding or sodding operations. Spread at the rate of 500 Ib. per acre. Broadcast 1/2 of fart flfzer I one direction and the remaining 1/2 in a direction at right angles to the first direction. Limestone: The limestone for all lawn areas shall be spread at a rate of 4000 Ib. per acre. Installation -Sodding for Lawns: General: Lay sod within 24 hours -from time of stripping. Sod shall be cut no thicker than 1". Do not plant dormant sod or if ground is frozen, Never lay sad on dry, powdery soil. Irrigate or hand water prior to laying sod. Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod without overlapping. Stagger strips to offset joints in adjacent courses. Work from boards -to avoid damage to subgrade or sod. Tamp or roll I1ghtly to ensure contact with subgrade. Work sifted soil Into minor cracks between pieces of sod and remove excess. Sodding at other than the Spec If1ad dates will be allowed only upon the written permission of the Architect. Water Sod thoroughly with a fine spray fmrnediately after planting and repeat every day until the roots have grown into the soli. (Normally, rooting requires 2-3 weeks.) Installation - Seeding for Lawns: General: Fertilizer, Iim>astane and mulch material shall be placed by one of the following methods: Hydraulic Method: The seed and fertlllzer and suitable mulch materI als shall be mixed in the specified amount of water to produce a slurry and then applied under pressure at the rates recommended by the seed manufacturer. When wood cellulose mulch materials are to be Incorporated as an integral part of the slurry mix, it shall be added after the seed and fertilizer, and ground limestone if required. Dry Method: Mechanical seeders, landscape seeders, cultipaker seeders, fertlllzer spreaders or other approved m>ochonIcaI seeding equipment may be used when seed and fertlllzer are to be applied in dry form.. Repair and Maintenance: Repair for Damaged Lawn Areas: Any lawn area that is damaged due to work under this Contract shall be repaired as required with the type lawn as required to match adjacent area. Maintain lawn areas for not less than the period stated below, and longer as required -to gain Date of Final Acceptance from -the Archftect and Owner. All lawn areas, not less than 60 days after -first required mowing. Maintain lawns by watering+ fertilizing, weeding, mowing, trI mming, and other operations such as rolling, regrading and replantI ng as required to establish acceptable lawns+ free of eroded or bare areas until fInoI acceptance by the Owner. Clean-up: Upon completion of the work, remove from the site all remafnfng mulch, equipment, and other articles used and leave the areas in a clean and neat condition. Any damages caused by th(s operation shall be repaired to the satisfaction of the Owner at the Contractor's expense. INSPECTION.AND ACCEPTANCE: When landscape work is substantially completed, Including maintenance, the Architect will, upon request, make a Pre -Final Inspection to determine acceptability. .From this inspection the Archftect will develop a punch list based an failures to meet the quantities, qualities or conditions of the plans and specifications. The Punch - List may be added to as additfonal items are discovered. The contractor shall undertake correcting the punch -list items immediately. When inspected landscape work does not comply with requirements, replace rejected work and continue specified maintenance until re- inspected by Architect and found to be acceptable. When all Punch -List items have been corrected according -to the plans and specifications, the contractor shall be granted establish the Date of Final Acceptance. Upon establishment of Date of Final Acceptance by the Owner and the Architect, the Owner will assume maintenance of the lawn areas. END OF SECTION 02930 SECTION 02810 - UNDERGRourID IRRIGATION SYSTEM Description of the Work: The extent of the underground irrigation system includes the furnishing of all labor, materials and equipment -for a complete system installation. The work includes trenching, backfIIIIng,-pIp1ng automatic controller installation, testing, and making system operative. Provide owner operati n and maintenance instruction and record drawings. Related Work Specified Elsewhere: Lawns - Section 02930. Plumrbing - Division 15. Electrical - Division 16. Quality Assurance: Manufacturer Qualifications: Provide underground irrigation system produced by a single manufacturer, including heads, valves, controls, and accessories. Insfialler: Shall have successfully installed three irrigation systems in this area for a minimum of five (5) years. Submittals: Product Data: Submit manufacturer's technical data and detailed installation instructions for underground sprinkler system. Shop Drawings: If the intended installation differs from the supplied irrigation design, submit shop drawings for the system including plan layout and details illustrating location and type of heads, valves, electrical splice kits, piping circuits, controls+ and accessories. . Record Irrigation Drawings: Provide to Architect and Owner a record mylar reproducible drawing which shall show Ifnes, controller location, valves, all sprinkler head locations and types, wiring diagram, revised dimensions and locations as installed, if the installation varies from the contract documents. Job Conditions: Location of Existing Utilities: The Contractor shall verify location of any underground utilities in the area of irrigation work prior to the start of the installation operation. Coordinate and cooperate with other subcontractors to enable to the work to proceed as rapidly and efficiently as possible. Coordinate irrIon work with landscape work, site lighting and signage, fine grading, sleeving installation, and wall penetrations. Protection of Work and Property: Maintain protection of all irrigation work from damage. Take care to avoid damage to any existing buildings, equipment+ piping pipe coverings, electrical systems, sewers, sidewalks, landscaping, paving, aboveground or underground installations or structures of any kind. The Contractor shall securely protect all pipe openings being worked on to prBvmA tbstructions in the pipe and breakage, misuse, or disfigurement of the equipment. Should damage be incurred, replace the damaged item at no cost to the Owner. Handling of Materials: The installer shall. be responsible for correct procedures in loading, unloading, stacking+ transporting► and handling all materials to be used in the system. Excavation: Trench excavation is unclass(fiedc remove all materials in trenches. Warranty: Warrant system and Ion to be fn good working condition for a year beginning at Date of Final Acceptance. Adjustments, repairs and replacement of defective parts shall be done as necessary at no additional cost to the Owner. Just prior to year end, inspect and adjust hoods and controller after cyclI ng system, in presence of Owner. Products: Acceptable Manufacturers: Complete systems by Rain Bird Sprinkler Mfg. Corp., TORO Co., Irrigation Div.. or Hunter Irrigation Carpany. Materials: PVC pipe W' dia to 2.5"), ASTM D-2241, PR 200. maximum working pressure of 200 psi at 73 degrees F.+ with Schedule 40, Type 1, ASTM D 2466 socket fittings, and ASTM D 2564 solvent cement. Use Schedule 80 fittings on swing joint assemblies and S18eV6S. Valves:. Gate valves: Cast bronze 150 psi with 2 keys, or tee handle if more than 12 below grade. Automatic Circuit Valves: Plastic globe valves operated by low -power solenoid. normally closed, manual flow adjustmnent. Automatic Drain Valves: Designed to open for drainage when line pressure drops below 3 psi. Backflow Preventer: Manufacturer's double check valve assembly the no smaller I size than the sprinkler system supply Iino. Assembly must meet FCCC and HR Institute, and local codes and standards. Equals by Watts, Wilkins, or Febco. Place underground if required by local codas, support on masonry piers. Sprinkler Heads: Manufacturer's standard unit designed to provide uniform coverage over entire area of spray down on drawings at available water pressure, as follows: General: All plastic components shall be constructed from a non- corrosive, impact resistant, UV -resistant, heavy-duty plastic material. The sprinkler shall utilize a riser screen filter. All parts shall be removable from the top of the sprinkler. The sprinkler shall have a single piece riser/body seal, that flushes only upon retraction, and a stainless steel spring. Shrub Riser: Fixed pattern, with screw -type flow adjustment. Pap -Up Spray: Fixed pattern, designed for in -ground installation. The optimum operation pressure shall be 20 to 75 PSI. The sprinkler shall be capable of nozzle alignment and fitted with various nozzles to allow for arc flexibility. Radius from 1' to 22`+ flow rate fran 6.5 GPH to 4.58 GPM, available replacement nozzles for various patterns. Pop -Up Stream Rotor: A variable pattern, adjustable radius nozzle head with water lubricated, planetary gear drive assembly with nozzles capable of deIIverIng water to shrub or lawn areas with true precipitation rates and various arcs. Radius from 15' •to 30 , f I ow rate from .57 to 7.51 GPM, for medIum to large lawn and shrub areas. Pop -Up Rotary Spray: Full or part circle by accessorfes,- water lubricated, planetary gear driven rotary type spray head. with stainless steel adjustment screws or accessories capable of adjusting radius and trajectory. Radius from 36' to 52', flow rate fran 1.43 to 10.81 GPM, with accessories to provide various arcs for medium -to large lawn and shrub areas. Valve Box: Furnish high strength, UV resistant plastic box and PROJECT END SUBMITTALS: cover of size necessary to house and maintain the valve assembly. 1 Color to be green. Submit one re roducable co py opy and three copies of as -built layout 7 . b e e with si s of the system showing piping, valves, head locations, and . Funny P p lexi I polyethyl ne pipe a 400 p bur t connection to building plumbing system, if the installation rating. Connect with external barb type fittings capable of varies fir an the contract docurrrents. retaining a flexible polyethylene pipe with an inside diameter of 1/2". Submit Service Manuals: The Contractor shall furnish two service manuals -to Owner. Manuals may be loose leaf and shall contain . Automatic Control System: Furnish low voltage system drawings and specifications of all equipment installed with manufactured expressly for control of automatic circuit valves of catalogue numbers together with m nufacturer's names and + underground irrigation systems. Provide unit of capacity to ;suit addresses. Additional sheets shall cover operational number of circuits and stations shown. System shall include ithe instructions simple enough to be understood without specialized following: knowledge. Operational instructions shall include winterization procedures and month by month schedule for setting zone duration Exterior Control Enclosure: Manufacturer s standard and frequency. -- 11 9 mu" E H E R weatherproof enclosure with locking cover, carp lying with iNFPA 70 tNational Electric Code). Submit Loose Equipment including two quick coupler keys per installed quick coupler, -two Keys for each installed controller Interior Control Enclosure: Manufacturer's standard with cabinet, two sets of specialized tools for removing, adjusting or m Ph A locking cover, complying with NFPA 70. operating the irrigation system. Transformer: To convert building service voltage to contro I LUD SCaPE RRCHITECTt1nE voltage of 24 volts. INSPECTION AfID ACCEPTANCE: When frrigatfon work I substantially completed, InclLid Ing Circuit Control: Each cIrcuIt variable fran approxImateIy,5 maintenance, the Architect will, upon request, make a Pre -Final to 60 minutes. Include switch for manual or automatic Inspection -to determine acceptability. From this inspection the BratfOrr of each CIrCUIt. op Architect w i l I develop a punch I !at based on fa i lures to met the ,�,` m\ C AI o RQ;/ / quant f t f es, qua I i t f es or coed f t i ons of the p Ions and ,""i'p ,,111" % �7--11 :, ).V_:� Timing Device: Adjustable, 24-hour and 7 or 14 day clocks, to specifications. The Punch -List may be acJded to as additional �; tsr_r '�y operate any time of day and skip any day in a 7 or 14 day items are discovered. The contractor shall undertake correcting cll/ �" - = period. Allow for manual or semi automatic operation withiout the punch list items immediately. ,r- 3 - disturbing preset automatic operation. y II K When inspected irrigation work does not carpIy with requirements, ;v q I �, ,z Grounding Device: 5/8 x 8 copper ground rod at each rep I ace rejected work and continue specified ma f ntenance unt i I re- %l� %�,,,, ,AR'' � % controller location. Connect to controller with 6 gage baire inspected by Architect and found to be acceptable. "" R, � P�,,�, copper wire. If controller is located inside a building, ,,,,,+II ground to plumbing. Galvanized rods will not be accepted. When all Punch -List i-f•emrs have been corrected according to the Control Wires: UL approved for direct burial in ground. plans and specification, the contractor shall be granted final Insulation and covering to be high lecular weight polyetlhene acceptance and this shall establish the Uate of Final moAcceptance. insulation 3/64" thick. Conductor shall be.a single soft drawn copper wire meeting the requirements of ASTM B-3 or IB-8. END OF SECTION 02810 P.O. BOX 2625 imum wire s i ze 14 gauge. Mu I t i strand wire i s not a I I orwed. DURHAM, NORTH CAROLINA 27715-2625 Sp I i ce Kits: A I I underground wire connections sha I I be DUKE FOREST PLACE comp I eted with d i tact bur i a I sp I i ce k its by 3M, Scotch Lock, BUILDING D, SUITE 100 or equal. 3326 CHAPEL HILL BLVD. DURHAM, NORTH CAROL.INA 27707 Execution: TEL 919.419.1199 Install irrigation system in landscape areas as shown on the FAX: 919.419.1669 i rr i gat i on p Ian. I nsta I I at i on sha I I be i n strict comp l i once ux i th E-MAIL: lhpa®mindspdng.com the manufacturer's instructions and recommendations. Location of Heads: Design location is approximate. Stake oust heads for Architect's approval prior to beginning trenching four piping. Make minor adjustments as necessary -to avoid structurres, rock, plantings and other obstructions. Adjustments shall Hoff reduce the following minimum coverages: Turf areas, 95x and other planting areas, 85x. - Trenching: Excavate straight and true with bottom uniformly sloped to low points for drainage. Trench Depth: Excavate trenches to a depth of 3" below invert of pipe, and provide 18" mum cover over -top of all mainline piping and 12 over lateral lines. Backfill: Backfill early in morning when pipe is cool. Back-fIII with clean material from excavation. Remove organic material as well as rocks and debris larger than 1" diamoter. Place acceptable backfill material in 6" lifts, thoroughly compacting each lift to not less than 90y. of maximum dry density in accordance with Standard Proctor, AS TM D 698. Controller: Install controller in the location specified on the . plans according to manufacturer's specifications and State and local codes. When exposed to weather, hardwire the power supply to controller using rigid waterproof conduit. Install groundlIng device. Backflow Preventer: Install as per governing local code`s criteria for mounting heights and locations. Provide positive drainage away from backflow preventer. Locate as indicated on the drawings. Circuit Valves: Install in valve box, arranged for easy adjustment aril removal. Provide union on downstream side. Adjust automatic control valves to provide flow rate of rated operating pressure required for each sprinkler circuit. Valve Boxes: all -flush with grade and.as per the x manufacturer`s inI 'I b structions. Place a minimum of 4" of aggregate at the base of each box. Locate outside lawn areas where . . . 06'A I O'" I Z E N d"A- U I b possible. Piping: Lay pipe on solid subbase, uniformly sloped without humps or depressions. For circuit piping+ scope to drain valve at least 1/2" in 10' of run. Snake PVC pipe into trench button.0t"31k A N K . Sleeves: Bury schedule 80 PVC pipe a mum of 18 below surface and 18" beyond back of curbs and sidewalks, and tape geotext(le fabric over ends to keep soil out. . At wall penetrations, pack the opening around pipe with non - shrink grout. At exterior face, leave a perimeter slot approximately 1/2" wide by 3/4" deep. Fill this slot with backer CHARLO""TTESVILLE P P 9 waterproofing disturbed by this work and make penetration watertight. � T LAKES Install PVC pipe in dry weather when temperature is above 40 deg. F in strict accordance with manufacturer's Instructions. RermoveBRAN(C` a I I burrs from p f pe cutt f ng and c I can both p i pe surfaces wf tfh H solvent prior to gluing. Allow joints to cure at least 24 hoours at temperature above 40 deg. F (4 deg. C) before testing. Insfiall Wire in mainline trenches only by taping to the undeirside of the static pressure Iine at 10 0. C. Splice wires using C H AR L 0 T T E S V IL L E , VA splice kits, use a valve box at all splice locations. Provide excess wire at all splice locations. Install Spray Heads plumb, at proposed grade level, and 1-2" .. bah Ind paving surfaces. Use no more than 2' of funny pipe too LANDSCAPE,cLAWN t �` A,� connet spray head to the lateral Iine.L. Install Rotor Heads plumb, at proposed grade level, and 2"-4" A N ® IRRIGATION behind edge of paving surfaces. Use maximum of 2' of funny pipe to connect to I atera I I i nos up to 5 GPM water consumpt i al. At 5 SPECIFICATIONSm GPM and beyond use PVC swing joint assebly. Post Installation Procedures: The Contractor shall provide operating manual for controller and a small laminated map of zones with descrIpt1ve labels Inside the controller. The contractor shall program the tImecIock for the NJ. 0 REVISION n DATE appropriate season. The Contractor shall repair any settling of backfilled trenches which may occur prior Date of Final Acceptance or during the . . warranty period. The Contractor will restore or replace all damaged plantings, or improvements. 0 x Emergency repairs, if required, may be node by the Owner without . relieving the Contractor of his guarantee obligation. ® a Cleaning Promises: The Contractor shall continuously keep a neat and orderly area in which he is installing the system. Disposal of rubbish and waste from the installation shall be continual. IM a Upon comp Iat1on of the system, the Contractor shall remove fran the Owner s property, at his own expense, all temporary structures, rubbish, and waste materials resulting from the installation of -the system. Flagging: The irrigation subcontractor shall be responsible for flaggI ng each burled sprinkler head at the carplatfon of the . installation. Coordinate this effort with finish grading by landscape subcontractor, DATE 0 11.19.97 . DRAWN 0 MHH CHECKED ® BY WRH JOB a 9767A LSHEET OF 2 L.... . IRRIGATION LEGEND SPECIAL PATTERN FIXED SPRAY HEADS [�,] 9' x 18' SIDE STRIP 0 4' x 15' END STRIP 4' x 30' SIDE STRIP FIXED RADIAL SPRAY HEADS 0 5—'-10' RADIUS POPUP SPRAY 360 DEC PRESSURE COMPENSATING P 5'-10' RADIUS POPUP SPRAY 270 DEG PRESSURE COMPENSATING g 5'-10' RADIUS POPUP SPRAY 180 DEG PRESSURE COMPENSATING Q 5'-10' RADIUS POPUP SPRAY 90 DEG PRESSURE COMPENSATING 12'-15' RADIUS POPUP SPRAY 360 DEC PRESSURE COMPENSATING 12'-15' RADIUS POPUP SPRAY 270 DEC PRESSURE COMPENSATING ,& 12'-15' RADIUS POPUP SPRAY 180 DEG PRESSURE COMPENSATING lk 12'-15' RADIUS POPUP SPRAY 90 DEG PRESSURE COMPENSATING VALVES, PIPES, MISC. EQUIPMENT . 1" VALVE, ANGLED PORTS 11/2" VALVE,ANGLED PORTS ------- 1" PVC LINE 11/2" PVC LINE 2" STATIC PRESSURE LINE ( MAIN LINE ) 4" PVC SLEEVE (BY OTHERS) ® LOCALLY APPROVED BACKFLOW PREVENTOR TIME CLOCK(S) WITH WEATHER —RESISTANT LOCKABLE CABINET STREAM ROTOR HEADS 25' RADIUS STREAM ROTOR, POP UP SPRAY 360 DEG 25' RADIUS* STREAM ROTOR POP UP SPRAY 210 DEG ® 25' RADIUS STREAM ROTOR POP UP SPRAY 180 DEG p 25' RADIUS STREAM ROTOR POP UP SPRAY 90 DEG GEAR DRIVEN SI BRAY HEADS Q 40' RADIUS STREAM ROTOR POP UP SPRAY 360 DEG 40' RADIUS STREAM ROTOR POP UP SPRAY 270 DEG © 40' RADIUS STREAM ROTOR POP UP SPRAY 180 DEG L 40' RADIUS STREAM ROTOR POP UP SPRAY 90 DEG NOTES GENERAL, THE IRRIGATION PLAN SHOWN IS DESIGNED TO BE GENERIC AND TO SHOW THE ACCEPTED METHOD OF COVERAGE. IT IS THE CONTRACTORS RESPONSIBILITY TO EVALUATE, FURTHER DESIGN, OR ADAPT THE DESIGN TO VARIOUS PRODUCTS AND FIELD CONDITIONS, TO PROVIDE A SOUND, SINGLE SOURCE IRRIGATION SYSTEM CAPABLE OF DELIVERING WATER WITHIN THE MANUFACT.'S PERFORMANCE SPECIFICATIONS, 1. IF INCOMING STATIC PRESSURE IS OVER 100 LBS, USE A PRESSURE REDUCING VALVE. 2. NOTIFY ARCHITECT IF STATIC PRESSURE IS NOT BETWEEN 60-70 PSI. 3. WORKING PRESSURE BASED ON 50-55 PSI. 4. DO NOT LOCATE PRESSURED PIPE OUTSIDE PPY, 5. WIRE IN MAIN LINE DITCH ONLY — WIRE TO BE 14 GA. 6. TIME CLOCK TO BE HARDWIRED TO THE POWER SUPPLY. POWER SUPPLY WILL BE PROVIDED TO WITHIN TEN FEET OF THE TIME CLOCK. .4% eau 7. CONTRACTOR TO VERIFY 'CHE LOCATION OF NEW AND EXISTING UTILITIES AND MODIFY ROUTING OF IRRIGATION PIPING AS REQUIRED TO AVOID CONFLICTS. ;b 8. CONTRACTOR TO PROVIDE A LOCALLY APPROVED BACKFLOW PREVENTION DEVICE. PROVIDE UNIONS AND ISOLATION VALVES FOR EASY REMOVAL AND WINTERIZATION. 9. CONTRACTOR TO SUPPLY SLEEVING AS REQUIRED. 10. PROVIDE 12" POPUP SPRAY HEADS FOR ALL SHRUB APPLICATIONS AND 4" POPUP SPRAY HEADS FOR ALL LAWN, APPLICATIONS. 11. THE CONTRACTOR SHALL SECURE ANY PERMITS REQUIRED FOR WORK WITHIN THE R/W. 12. POP—UP SPRAY HEADS TO BE PRESSURE COMPENSATING 13. CONTRACTOR SHALL PROVIDE AN AS BUILT DRAWING WITH OPERATION MANUAL BOUND IN AN EASY TO USE BINDER. DEMONSTRATE IRRIGATION 3"i STEM TO THE BRANCH MANAGER. ROUTE 29 (N.B.L.) Ar-I ^r"Nr-, .v I Ir- .r%n lni -7^.lr -rn nr %irnir-irn AAIrN P.O. BOX 2625 DURHAM, NORTH CAROLINA 27715-2625 DUKE FOREST PLACE BUILDING D, SUITE 100 3326 CHAPEL HILL BLVD. DURHAM, NORTH CAROLINA 27707 TEL: 919.419.1199 FAX: 919.419.1669 E-MAIL: Itipa@mindspring.com CHARLOTTESVILLE, VA NO. ■ REVISION ■ DATE e ■ ® ■ ® ■ DATE ■ 6.15.98 DRAWN ■ MHH CHECKED ■ BY WRH JOB ■ 9767B LA ol AmiOF ROUTE 29 (N.Bl.) BASE COVER SET TOP OF CONCRETE FOUNDATION 6" ABOVE FINISHED GRADE 4' - 0" OTHERWISE NOTED) CURB FACE BRANCH CIRCUIT IN CONDUIT WITH INSULATED GROUND L CONCRETE BASE ANCHOR BOLTS SHALL BE AS RECOMMENDED BY THE MANUFACTURER #4 BARS VERTICALLY AT 6" ON CENTER, 3 TIES AT 12". 3" FROM EDG & BOTTOM (TYP.) FIXTURE 18" DIAMETER 1 f ELECTRICAL KEYNOTES SEA ET Ll 'E POLE REINFORCED HANDHOLE E1 PROVIDE 1l2" PVC CONDUIT SLEEVE WITH PULL STRING WTH COVER UNDER PAVED AREA 24 BELOW FINISHED GRADE FOR FUTURE 45'X2"X2" CHAMFER LIGHTING CIRCUIT. STUB OUT 24" BEYOND EACH SIDE OF ON ALL SIDES PAVED AREA. CAP EACH END WATER TIGHT. MARK ENDS WITH WOOD STAKES. �------ FINISHED GRADE 3" E2 PROVIDE WP J.BOX E3 PROVIDE WEATHERPROOF 30 AMP, 120V. SWITCH AND CONNECT INSULATED COPPER GROUNDING CONDUCTOR, TO SIGN LIGHT WITH SEALTIGHT. FIELD VERIFY EXACT LOCATION III_ ATTACH TO INTERNAL LUG WELDED WITH OWNER & ARCHITECT. TO INTERIOR OF POLE, SIZE GROUNDING CONDUCTOR PER NFPA 70 NOTES 1. ALL WORK SHALL COMPLY WITH THE N.E.C. & ALL LOCAL CODES. 2. ALL CONDUCTORS SHALL BE COPPER. RUN EQUIPMENT GROUNDING 3/4" X 10- �- GROUND ROD CONDUCTOR IN EACH RUN OF CONDUIT & BOND TO EQUIPMENT. 3. WHERE CONDUCTORS ARE TOO LARGE TO FIT UNDER DEVICE OR BREAKER TERMINALS, PROVIDE J.BOX EXTERNAL TO DEVICE OR PANELBOARD & SPLICE DOWN TO NEXT CONDUCTOR SIZE THAT WILL FI T. ELECIRICAL LEGEND S FIL- E T '1 I-= TWO 400 WATT METAL HALIDE FIXTURES ON 25' POLE WITH FIXTURES MOUNTED AT 90 DEG. TO EACH OTHER. PES "SA","SB","SC"&"SD" BASE DETAIL j L1 N.T.S. 2 1 2410 I -- - 1 1 GND 1 #1 Q,GN D �► I �� 3 4 C. I 3/4 C. -- / 1 I ( ) (LC-1) I PROPOSED I t FIRST CITIZENS BANK ; SA FFE - 524.00 1 HEIGHT - 23'-01 I 2,g3ot S.F. I I 1310 1 10GN D SEA SSE � 3L4QC. SEA- SE EQ. jEQ-t 1 -1E- .�__ _ _ ��. --, �� 1.9 ---,----- .- S Cl: SD .. - --------------- 2 8 , DGND '. 1 C. 244 f1 #6 U IY' El 4" Jj SITE LIGHTING PLAN SCALE', 1"=20'-0" TWO 400 WATT METAL HALIDE FIXTURES ON 25' POLE WITH FIXTURES MOUNTED AT 180 DEG. TO EACH OTHER. 0--tv SINGLE 400 WATT METAL HALIDE FIXTURE Oh! 25' POLE 0q BLDG. FACADE FLOOD LIGHT SWP WEATHERPROOF SWITCH EQUIPMENT CONNECTION UNDERGROUND BRANCH CIRCUIT IN PVC CONDUIT 17 UNDERGROUND HOMERUN CIRCUIT IN PVC CONDUIT (" I " INDICATES PHASE CONDUCTOR, " 1" INDICATES NEUTRAL CONDUCTOR, "J" INDICATES GROUND CONDUCTOR) E--- 3 UNDERGROUND PVC CONDUIT SLEEVE GND GROUND LC--,1 LIGHTING CONTACTOR LC--1 E1 KEYNOTE Q WEATHERPROOF CAST BRASS JUNCTION BOX FOR FUTURE SIGN -- ` P 6" ABOVE FINISHED GRADE. SET BOX IN 12"X12"X12" CONCRETE BASE FLUSH WITH GRADE. PROVIDE 12" SLACK WIRE TAPED OFF IN BOX. FIELD VERIFY EXACT LOCATION WITH OWNER & ARCHITECT. EQ EQUAL / ADJUST AIM OF IXTURE AS DIRECTED B OWNER AND ARCHITEC'�, 12"X12"X12" CONCRETE PAD GROUSE- INDS #GS12 BOX W/ NEO RENE GASKET FINISHED GRADE #GASK'V226 &HUB COVER #GS2�k 45'X2"X2" CHAMFER rALL SIDES 'jQ:. a' �T —.- ti— Co t OFFSETS rT� FIXTUR //TYPE "SE" MOUNTING DETAIL L1 N. T. S. GRAPHIC SCALE 0 10 20 40 80 ( IN FEET ) I inch = 20 ft. LIGHT FIXTURE SCHEDULE MARK DESCRIPTION MFR. & CAT. NO. LAMPS VOLTS WATTS SA 400 WATT METAL HALIDE LITHONIA 1-40OW 120 440 SINGLE AREA LIGHT ON #KSF2-40OM--R4- MH 25' POLE '120 DARK BRONZE 4200'K POLE#SSA-25-6J- DARK BRONZE, WITH FULL BASE COVER SB 400 WATT METAL HALIDE LITHONIA 1-40OW 120 440 SINGLE AREA #KSF2-40OM-R3- MH LIGHT ON 25' POLE 120 DARK BRONZE 4200'K POLE #SSA-25-6J-- DARK BRONZE, WITH FULL BASE COVER SC 2-400 WATT METAL HALIDE LITHONIA 2-40OW 120 880 TWIN AT 90 DEG. AREA 2#KSF2-40OM-R4- MH LIGHTS ON 25' POLE 120 DARK BRONZE 4200'K POLE #SSA-25-6J- DARK BRONZE, WITH FULL BASE COVER 2--400 WATT METAL HALIDE LITHONIA 2-40OW 120 880 TWIN AT 180 DEG. AREA 2#KSF2-40OM-R4- MH SD LIGHTS ON 25' POLE 120 DARK BRONZE 4200'K POLE #SSA-25--6J— DARK BRONZE, WITH FULL BASE COVER SE GROUND MOUNTED STONCO 1--175W HIGH 120 195 (FLOOD LIGHT #SLA175MAL OUTPUT METAL HALIDE 4100'K FAadcock `TIC ,per ®�� engineering ��� PLUMBING, HVAC AND ELECTRICAL DESIGN V '� SHELTON Y ADCOCK 4601 LAKE BOONE TRAIL N 4�2 03 RALEIGH, NC 27607 FAX(919)881-0547 .� (919}781-6338 ,��� A.E. PROJECT NO. 97124 FOREST LAKES Nlo")RTH BRANCH CHARLOTTE8\h-'.- ';'IRGIflIF: SITE l.,,...lGHTlNrm,,,iN PLAN No. REVISION DAME 8Y SCALE: 1 "= 20' DRAWN BY DATE KMD, JMJ 11-3-97 CHK'n RY JOB NO. KIMLEY-HORN & ASSOC P.O. BOX 33068 FtAl_EIGH, N.C. (919) 677-2000 SHEET Qil J