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20070621 Ver 1_Stormwater Site Plans_20070628
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(NOIlV'JOl .Lil63/1 Ol 801, 01 801Od81N0D) 3NIl831VM Ol dVl „Z/l l 90 " X - •NOUoiosianr 9NIAdH S3111bOHlfi`d 3H1 .t8 031d00d Sd ONd S3000 NOLidIOOSSV NOLL031021d SNOIIVA313 OM/ SNOLL'd'JOl W3 SNVI SNVId lt/8f110311HO21V 33S 'NI 311 .1111LLf1 SQ f f 381J IVNOLLdN ONV 'S3000 ldOl2ll0313 l1INOLLVN '.1111181SS300V 03ddVDlONVH 300 JNIBW 300 W8Wf1ld a 300 ONRi 2131N3A321d MC JNIBWfIId bad '1f10w3'To 213M3S AW11NVS El 'NOLLd/12l3SN0D ,l983N3 '300 Wows 'NOLL03108d 381.4 'lVOl2il0313 'JN18Wf11d or r- 'IVDINbHD3Y4 31V1S 3H1 J0 SNOtl103 1S31d1 3Hl A8 03N213A09 38 lldHS MOM lld 't Wflld aid `30IN213S 83M3S end Ob 'HAS „9 C? . f f ,w M ~ :S'3.LOrv AIII-.. D ON1838Wflld 213d '30IA83S 2131VM .Z/1 I Q 1321d MOIJNOVB 321f1SS38d 033f1038 „Z/ l l Qi ~ ~ r S S 0 N ,k 3 A n ii n UTILJTY NOTES: ~ _ ~ 1 ` J ~ ~ ~ ? ' ~ ~ ~ 1. Al.l WCNtK SHAD. BE GUVERNEQ 8Y THE UT'~ST EDITIONS OF THE STALE MEC ~ / / ~ 'r ~ ~ r ~ ~ ~ ~ ~ r ~ ~ PLUMBING, ELECTRICAL. FIRE PRO?ECTION~ BUItAING CODE ENERGY CONSERV / ~ i ~ ~ HANDICAPPED ACCESSI8IUTY. NATIONAL ELECTRICAL COOES~ AND NATIONAL F1 ITE MECHANICAL. 3 )NSERVATION 'ION AL FIRE ' ~ ~ ~ ~ ~ \ ~ ~ ~ BRIM L~ ~53.9 ~ ~I ~ X ~ END W"O~OD " ~ ~ - 53.96`"-____ I ~ ~ ~ ~ / / / ~ ~ / ~ 744.2-'---`___- ~ EX. 5~: X.~ W R~ H ~ ~ / ~ /1" PROTECTION ASSOCIATION CODES AND AS ADOPTED 8Y THE AUTHORITIES HA ~ ~ / / / ~ ~ / ~ `~r JURISDICTION. nES HAVING o ~ Et. X4.4 15 _ - , - - - - - - ~-REE , ~ ~ ~ i BRIM EL. 738.42, ~ ' ~ ~ RIM L. 7$2f8~ / ~ / ~ ~ , ~ ~ , , ~~j~ \ i' j~~j~~ . 2. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS ANO BUILDING OIMEN ~ ~ ~ ~ ~ ~~~i/~~ y ~ / ~ ' 3. CONTRACTOR SHALL GUARANTEE, FOR A PERIOD OF ONE YEAR FROM 1HE D • 51 / i ~ / . ~ ~ FlNA A EPTANCE OF THE SYSTEMS BY THE OWNER EACH AND EVERY PIEC DIMENSIONS. . THE DATE OF ° ~ SOP" S}{ELF- EC. 731.5 TdP SMEILF /Eli. I7~~.~5/ h ~ ~ ~ I` / n~0 ~ / APPARATUS WHICH HAS BEEN INSTALLED UNDER THIS CONTRACT. ;RY PIECE OF5 \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ \ ~ ~ ~ ` 20' PERN~ARtEP ~ ~ ~ I €.L 778`32 \ \ \ ~ \ I ~ -~6Q ~ ~ -~.i~~3~~~ ~ / ~INV.1t~L.EL. 7301?/' rNV ~N/ EIL. 7~3.18~ ~ I N~ARtEt~.T',SANITAR~"S€~14f~R ~ ~ / , ~ ~1P~V OUT EL. 730.72 ~N OXJT/ Ef 7 3E6h~ CL 8 2, PG. 177 _ _ _ - - 1 , - - _ _ _ ~ ~ ~ i' I ~ I ` / ~ \ , / ~ / ~ 4. OCCUPATIONAL HEALTH MID SAFETY ADMINISTRATION (OSHA) STANDARDS FO I / / ~ ~ ~ ' i EXCAVA110NS; FlNAL RULE 29CFR PART 1926, SUBPART "P" APPLIES TO ALL RDS FOR ' 1 / / ~ , _ ' ` ~ ' EXCAVATIONS EXCEEDING 5 FEET IN DEPTH. TO ALL o 0 E ~ 0 S .l~F EL. 'Si 4.63 \ ~ ~ X• H 1 1 l~ ~ - / i o dd 4~ ~ NJ/ IN EL. y 3.98~~ \ \ ~~R~ L. 7 6. 3~ ~~\~`~j, \ ~ - ~ ~ ~ ~ ~ ~ . - / , 5. EXCAVATIONS EXCEEDING 20 FEET IN DEPTH REQUIRES THE DESIGN OF A TRE / ~ ~ ~ / / ~ , ~ ~ ~ SYSTEM DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER. A TRENCH SAFETY U E .o ~ NV TEL.6„3.87 ~ ~ \ ~R ~H~L E 175P ~3~ ~ ~ ~ • ~ ~ 1~---- S&- ~ ~ ~ INVvN EL`~IS .Z (WV~ 9 ~ o s j ~ r ~ ( ~ ~ / ! / ~ ~ / 6. ONLY SEWAGE NOT CONTAINING GREASE IS ALLOWED TO BYPASS 1HE GREASE w ° ~V ~ ab GREASE TRAP. 0 Ss~ ~~~Sy\ - - - - .i /T9P' SFjE~CF E,~.~734 ~5~ ' , ~ ~ ~ \ ~ \ ~ • ~0~ UTIL I ~ ~ EMATI ~ THE LNOCATIONSE REHBASED ON CTUAL~FlELD SURVEYS AND A / \ ~ ~ ~ / ~ ~ ~ ~ RECORDS, CONTRACTOR SHALL FlELD VERIFY LOCATION OF ALL EXISTING UND / / - I I / UTILITIES AND UNDERGROUND STRUCTURES AND VERIFY REQUIRED COVER AN / / ~ \ ~ / ~ / ~ CLEARANCES PRIOR TO CONSTRUCTION AND REPORT ANY CONFLICTS TO THE WIMATE OR a ° ~F q ` ~ ~ / ~ ~IN~ tN jF~ X734 28~ES~- ~ ~ i ~ ~ AND AVAILABLE 2 , , Ss ~Eq~. \ ~ -1~Q.Ll.~Y~~ - / ~ ~ ~ f1VV kd ELiT34.30(~UTH) , ~ ~ ~ ~ ~ ~ ~ COURT ~ I.DdV~ OJd~EL. 726 , - % i i NG UNDERGROUND VER AND TO THE ENGINEER. ~ ~ ~ ' ~ ~ , ~ / ~ 8. ALL SANITARY SEWER SERVICES SHALL BE SCH. 40 PVC MATH ADHESIVE "WEL ~ ` ~ ~ ~ ~ / - ~ ~ , JOINTS UNLESS SPECIFlEO OTHERWISE. MINIMUM SLOPES ON SANITARY SEWE ~ ~ / ~ ~ _ . - ' ~ / 4" - X" PER FOOT, 6' - 1/8" PER F00T. VE MWELDEDw a w tY SEWER SERVICES: ~ \ ~ / 1 Al's VAL`V~,~\ ~ I ~ ~ " ~ ~ ~ ~ ~ FF~ 73.3 ~ ~ ~ ~ 1~- ~iR~`ST ALOCI~ - - ~ 4 / / 9. BELOW GRADE WATER SERVICE PIPING SHALL 8E TYPE 'K' HARD DRAWN CO . ~ i HG j A ~ ~ WI1H SLIVER SOLDER JOINTS. SOLDERS CONTAINING LEAD SHALL NOT 8E U C , ~ ~ ~ ANY PURPOSE ON THIS PROJECT WHERE PIPING IS REQUIRED TO RUN BELOW kVM COPPER TUBIN IT BE USED FOR BELOW BUILDING u -"v . \ ~ \ I'1 ( ~ FF ~ ~.45 ~B~ IT SHALL BE INSTALLED WITHOUT JOINTS BELOW SLAB. 1 ~ ~ 1 . ~ 1 ~o ~ ~ / ~ y / ~ 10. WATER PIPING SHALL 8E CONNECTED TO BUILDING STUBS, VERIFY LOCATIONS ` I ~ ~ HC ~ ~ BEGINNING WATER PIPE INSTALLATION. CATIONS PRIOR TO ~ S11uIH-800. ~ ~ ~ ~r I I ~ \ ~ ~ I t 5 / ~ 11. WAS'1E PIPING SHALL 8E CONNECTED TO BUILDING STUBS, VERIFY LOCAl10N ~ / INVERTS PRIOR TO BEGINNING ANY WASTE PIPE INSTALLATION. )CATIONS AND i ~ I I ~ I I 1 ~ ~ ~ O TYP• x\16 \ ~ I ' ~ / / ~ , ' ~ 12. CONTRACTOR SNALL NOTIFY NORTH CAROLINA "ONE CALL" AT 1-800-632- 0-632-4949 AT ~ 1 ~ 1 1 ~1 - ~ FF ~ ~ ~ LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR D(CAVATION TO H ~5 30 ~ ~ ~ ~ / U1IUTIES LOCATED. CON?RACT~ SHALL CONTACT ANY LOCAL UT1U11ES THAT N TO HAVE Z :S THAT ~ , / a ~O I I , AP ~ 2~ ~ /~i I ~i , ~ /w , z~ I z a \ ~ 2 I ~ • ~ I PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENTLY. 1- 6 HYD~ T ~ / 4 = 62.61 \ \ \ ~ ~ ~ / 13. ALL CONS?RUC110N SHALL BE IN ACCORDANCE WITH THE CITY OF NANSTON- 8 ~ l ~ ~L _ PUBLIC UTILITIES AND CROSS CONNECTION CONTROL REGULAl10NS AND STAN U V") N ci 0 a~e 00 NSTON--SALEM ~ / ~ ,1~ 8»X6j HYDRA>I I'I~ TEE~+- ' / ,~4] . / ) J ~ ~ ~ ~ 1 1 I ~ ID STANDARDS. l pp i 1- f SATE V LVE ~ ~ ~ ~ ~ ~ , ~ Y- THRUST~BCoac ~ , ~ ~ , / ~ ~ ~ Pl~ ~fTl N / a . ~ ~ ' 4 N%D ~ .AN OUTS LOCATED i / , X.S R ~ i~ , ~ / i~ i RIM EL. R MH GREEN ~ .l ~ I / ~ A T • ~ ~ ~ ~ 14. CLEANOUTS SHALL BE PLACED NO MORE THAN 75 FEET APART. CLEAN OU \ ~ S ~ IN PAVEMENT AREAS SHALL 8E HEAVY DUTY TRAFFlC RATED CONSTRUCTION. UCTION. cn cn 25 / ~ I ~ ~ ~ 751.45 ~ 8 ~ 1 1EL ~ , ~ / / j~ ~ / ~ / f I ~t ~ ' r / / / 15. CONNECTION TO SANITARY SEWER SERVICE TO AN D(ISTING SEVYER LINE SHA ~ ~ WITH THE CITY OF WINSTON-SALEM STANDARDS. IF PAVEMENT CUT IS REQUI NE SHALL COMPLY W W S REQUIRED. V Co 's DEL-7zF(T ~ 1~~ ~ J / ~ - - - . - ~ ~ 2 \ / ~ ~ / CONTRACTOR SHALL PATCH PAVEMENT WITH l1 SECTION TO MATCH EXISTING LISTING PAVEMENT: Z Z :J~ 0 ~ . ; ' ~ ~ ~ / ~ ~ 3" i-2. 8' ABC OR BETTER. / / ~ 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCA710N AND/OR RELO ~ / ' / ALL EXISTING UT1U~lES IN COORDINATION WITH THE APPROPRIATE UTILITY. A ~ i / COMPANY. )R RELOCATION OF Z Q.. ~ ~ QUIREO ~ ' i~~ ~ / ~ • ~ i ~ ~ , _ ~ e•xe~i~R T ~ JTY, AGENCY, OR W i ~ " HVD T r 0 " I 7 ~5.~' i ~ 1-~ 8'X8' A # 17. RELATION OF WATER MAINS TO SEWERS: 0 ~ y. ~ / i Tpi~ SI~'(F 'E,L~ f150~(~~~ . - ~ ' , A~,pg~• / / ~ ~ , ~I ~I V lAd E L~l,~+y,,56 i , cr ~ ~ ~ ~ ~ • , / T1Ci~ Q _ / ~ 8 ~ v~ I A. LATERAL SEPARATION OF SEWERS ANO WATER MAINS: WATER MAINS S ~ 1- UST B CK ~ ~ LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWE \ 4 ~ / / ~ LOCAL CONDI110NS OR BARRIERS PREVENT A 10 FOOT LATERAL SEPARA? 1 / / / / / / NMICH CASE: IAINS SHALL BE UO "It i _ _ / - ~ g ~ ) SEWERS UNLESS ~ / / I fjlV' O~d'~ Ct X74}. 4G~ ~ ~ ' ~ j.?! ~ ~ - ~ ~ / / / ~ r i ' ~.L'~ 1 1 ~ ~ J ~ ~ SAP 1~8 J ~ ~ >EPARATION, IN / - ~ -3 ~ a ~ ~ ~ ~ ~ ~ _ 8•X8 ~ ~ 1) THE WATER MAIN IS LAID IN A SEPARATE TRENCH MATH THE ELEV 4 5 ' ~ / / ~ T T. ^ ~ THE EWERM OR TME WATER MAIN AT LEAST 18 INCHES ABOVE THE E ELEVATION OF )VE THE TOP OF ~ ~ ,SAS ~+Ea~~ ~ ~ - - - - _ - - - ~ i / / / / ~ / ~ i~F /7 x:81 ~ ' 2) THE SEWER LINE SHALL 8E CONSTRUCTED OF DUC?iLE IRON PIPE 0 ~ ~ ~ s , . , ~ ~ ~ EQUIVALENT AND THE WATER LINE SHALL BE CONSTRUCTED OF FER I \ C/ ' MATERIALS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTAN i ~ ' ' , ~ ~ /2• e~~ PIPE OR ITS OF FERROUS / / / W Mai z i ~ ~ ~ ~ ~ ~ \ DISTANCE OF TEN FEET ~I EACH SIDE OF 1HE POINT OF CROSSING, WITH FULL SECTI . SECTIONS OF PIPE ~ S ELF/ E ~ 754. ~ ~ 3 / ~ ~ ~--SAP ~~21 - ~ ~ \ % ' ~ / / / ' 7'n -I`-~ ~iLN IGRLV /11 IrIC 1'VIIV I VI' I+RVJJIIVV. ~ ~ ~ ~ I Nv X75 .~56 ~ ~ i~ r ~ / ~ ~ ~P~. ~3H~ 1 - i ` \ LSL ~ ~ / / ~ 8. CROSSING A WATER MAIN OVER A SEYVER MAIN: WHENEVER IT IS NECES _7 6 . Z , _ _ _ ~1~ WATER MAIN TO CROSS OVER A SEWER THE WATER MAIN SHALL 8E LAI ~ • , / , ' ~ ~ AN ELEVAl10N THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 NECESSARY FOR A BE LAID AT SUCH ~ / ~ / / ~ ~ ~ ~ p ~ = 74.35 ~ ~ ~ / ~ ~ ~ ~ ~ X6 N TE / ~ J ABOVE THE TOP OF THE SEWER MAIN. UNLESS LOCAL CONDITIONS OR B H / ~ / / ~ / ~ ~ - - , ~ PREVENT AN 18 INCH VERTICAL SEPARATION - IN WHICH CASE THE SEW ~ ~ / ~ / / / ~ ~ ~ \ SHALL 8E CONSTRUCTED OF DUCTILE IRON PIPE OR IT5 EQUIVALENT AND kST 18 INCHES % OR BARRIERS HE SEWER LINE UNE SHALL BE CONSTRUCTED OF FERROUS MATERIALS EQUIVALENT TO ~ ~ / / / ~ / - . ~ STANDARDS FOR A DISTANCE OF TEN FEET ON EAgi SIDE OF THE POIN ~ , ~ ~ ~ ~ ~ CROSSING, NA1H FULL SECT10N5 OF PIPE CENTERED AT THE POINT OF C ~ ' ~ • C. CROSSING A WATER MAIN UNDER A SEWER MAIN: NMENEVER IT IS NECE ~ \ ~ ~ " ~ I A WATER MAIN TO CROSS UNDER A SEWER MAIN THE SEWER UNE SHALL :NT AND THE WATER O JT TO WATER MAIN Z w IE POINT OF a 0 a v T OF CROSSING. z Q Z ?,..a ca t:3 z~ w g S NECESSARY FOR z V V > ~ ~ \ \ ~ ~ ~ CONSTRUCTED OF DUCTILE IRON PIPE OR IT5 EQUIVALENT AND THE WAT 1- H RAI~.T ~ SHALL 8E CONSTRUCTED OF FERROUS MATERIALS EQUIVALENT TO WATER SHALL BE < w 9 a ao 1E WATER LINE A = ~ ~ ~ ~j ~ - \ \ \ \ \ ~q 131 3 . WATER MAIN co " \ ~ 1~ 8"k6' Fi~YDRJINT ~ STANDARDS FOR A DISTANCE OF TEN FEET ON EACH SIDE OF THE POIN 3 ~ i- 6" VAIV'E \ CROSSING. WITH FULL SECTIONS OF PIPE CENTERED AT THE POINT OF C r ~ ~ ~~1-~IR T ~OCK \ \ ~ O IE POINT OF m x T OF CROSSING. o N - i ~ 2~ ~ TYP' C ~ s 4 r. ~ / - / ~ 7 ~ \ = 67.0 ~ LA. Z v D. CROSSING A SEWER UNE OVER OR UNDER A STORM DRAIN: WHENEVER I / Z ~ ~ \ \ \ \ ~ \ NECESSARY FOR A SEWER UNE TO CROSS A STORM DRAIN PIPE. THE SE NEVER IT IS s o z ~ ~ \ SHALL BE WO AT SUCH AN ELEVA110N THAT THE OUTSIDE Of THE SEW ~ ~ 3 4 ~ APT. 1 \ ~ ~ NEAREST TO THE OUTSIDE OF ?HE 5TORM DRAIN PIPE SHALL MAINTAIN CLEAR SEPARATION DISTANCE, OR ENCASED IN EITHER CONCRETE OR DU y ~ TYPE D~ ~ ~ ~ ~ ~ ~ ~ PIPE FOR AT LEAST 5 FEET ON EITHER SIDE OF THE CROSSING. THE SEWER LINES Q a HE SEWER LINE 8~1 WA R / ~ 4 ~ ~ \ ~ ~ ~ _ _ ~ ~ / ~ 1 . INTAIN A 24 INCH ~ ~ \ \ \ \ • ~ ~ \ OR DUCTILE IRON 49 ~ / - \ ~ ~ ~ \ / FFE= 771..2\ \ \ 18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ACTUAL LOC \ ~ / \ \ 1 AND AVAILABILITY OF ALL EXISTING ANO PROPOSED UTILITIES IN T}iE FIELD P ~ ~ ~ ~ / \ \ 1 GROUND BREAKING. • i ~ ~ IAL LOCATION Z polo 0 FIELD PRIOR TO F ~ ~ ~ = 68.0 \ ~ ~ \ . , a ~ ~ ~ J v 11 ~ I 19. REFER TO DETAIL SHEET FOR PIPE BEDDING. 1- 8" AYBR NT TEE ~ ~ ~ ~ ~ ~ ~ 1 \ ~ \ ~ ~ ~ TR ~ e~ a _ ~ ~ ~ wo ~ ~ ~ ~ \ ~ ~ ~ ?003 3 ~ • 1 8'~ 2 END ~ ` ~ p~1 wis T ~ 1_ THRt?ST / / ( 1 Y NOTE: ALL APARTMENTS SHALL HAVE A 6" SEWER ~%LITY p . / ~ ~ o ( 1 ~ SERVICE. AND 1 1 /2" WATER SERVICE Fc~ _ . ~Q Et 5 9' q~ ~ N ~ / / A~ ~ 22 ~ ,~1 ~ 1 \ ~ - / / ~ r o ~ i i 1 ~ \ ~ ~ ~ / / ~ NOTE: CONTRACTOR TO ENSURE THAT U11UTY TIE IN - / / -off ~ ~ ~ I LOCATIONS MATCH ARCHITECTURAL PLANS. a 0 44 CATHERINE'S WAY • \ \ \ I SEE SHEET 5 OF 36 I ,~f 7 ~ .95 l C ' 1 - ~ BEFORE YOU DIGI CONTACT ONE-CALL CENTER r ~ ~ ~ ~ ~ \ \ / 1-800-6324949 UTILITY KEY NOTES 1 ~1 t~ 1 1/2' REDUCED PRESSURE BACKFLOW PREVENTER \ ' ~ 4 ~ ~ C %~%,pk CMot Q 1 1/2" WATER SERVICE, PER PLUMBERING CODE 1 ~ ~ \ \ 2 ~ ~ \ I i ~ 03 4" SCH. 40 PVC SEWER SERVICE, PER PLUMBING CODE ~ ~ ~i \ ~ ~ 1 Q SANRARY SEWER CLE/WOUT, PER PLUMBING CODE i \ \ / SEAL 024442 Q UTILITY TIE IN. SEE /1RCHtTECTURAI. PLANS FOR LOCATIONS ANO ELEVATIONS Q 1 1/2' TAP TO WATERLINE (CONTRACTOR TO VERIFY LOCATION) Q 1 1/2' WATER METER. PER DETi11l SHEET ~,i Q 4" BACKFLOW CHECK VALVE ~ ~ ~ BE IN \ ~ ~ I~~~,I 8 1111 \ 4 ~ SID yyALK 1 - 6 ~I'~DR \ ~ / 11 ~d'X6 YDRA ~ / DATE ISSUED FOR NOTE: n ` 1`` CHAMBERLAIN PLACE ~ `e' 22 ' • BEN SEE SHEET 5 OF 36 0 4 t- ~ttts ~ uSL OCK ~ / ~ i% SIDEWALK ALONG GOLOING LEGEND EX. SANITARY SEWER MANHOLE X22 THROUGH MANHOLE ~18A TO BE \ ~ ~ ~ ~ TH CONTR CTS NOT PART OF ' 8EN ~ , ~ ABANDONED, PLUGGED & FILLED WITH SANITARY SEWER LATERIAL W/CLEANOUT PLOWABLE FILL. z ' ~ ~ ~ r WATER LATERIAL W/METER + RPZ 1- 6' HYDRANT ~ ~ 4 9 1- 8"X6" HYDRANT TEE ~ 1 x/xx/x xxxx SANITARY SEWER MANHOLES 1- 6' GATE VALVE ~ t- htRUST e~oc~c ~ ~ APT. ~ STORM SEWER CATCH BASIN ~ o, O PROJECT NO. E--467 F R85. 8 , . ~ / % STORM DR J~j OE FROM DATE: 6/26/07 STORM SEWER GRATE O , / _X STP-29059 31P-2007 IS NOT ~ ~ / \PW ~ OF'TH(S CONTRACT STORM SEWER MANHOLES Q rHK . BY: 85D BY: MBW FIRE HYDRANTS 0000000 YC 10 ~i ~ GRAPHIC SCALE 40 0 20 40 1 1 1 1 80 GATE VALVES s 6 of 36 ~ UTILITY PLAN 1 inch 40 it 20F2 ~ A BIOCELL INSTALLATION RESPONSIBILITIES STORM SEWER SCHEDULE CONTRACTOR -CONTRACTOR SHALL INSTALL STORM w ~ Junct o PIPING FROM PARKING AREAS TO BIOCELIS ,Pipe Plan Pipe Dn Up Junction Jun Rim OVERFLOW PIPING BETWEEN BIOCELLS AND OUTLET _ . Length Qm Irni _ _ Inv ~ _ _ _ . . _ _ Ri TO INCLUDE RISER AND ALL JUNCTIONS. COUPLINGS ~ in EI EI w~ 805.31 TO CONNECT BIOCELL UNDER-DRAINS SHALL BE Z~ .54 15 799.00 799.30 CB-100 805. 809.00 g 4 INSTALLED AND CAPPED. ONCE SITE IS STABILIZED s~-~o~ 68.62 ~5 802.00 803 37 CB-101 eos. ANO 810CELLS ARE NO LONGER NEEDED FOR STP-102 60.23 15 805.50 807 01 CB-102 812. 812.99 Q.~ EROSION CONTROL CONTRACTOR SHALL EXCAVATE 40.73 15 792.25 792.72 C8-200 797 BIOCELL TO FINAL SHAPE, SIZE AND VOLUME. CALL STP-101 T7.49 15 792.92 799.00 CB-201 803 ENGINEER AT THIS POINT TO VERIFY VOLUME. SAP-202 64.92 15 799.20 800.00 CB-202 805 STP-300 32.85 15 783.51 783.67 CB-301 797 Q~g-OWNER SHALL INSTALL ALL PERFORATED STP-301 123 13 15 793.87 798 33 CB-302 803. 797.79 0 = o 803.19 top) ~ S 805.30 797.75 y 803.60 PIPING, PLANTS. SOILS, AND MULCH. STP-400 65.32 15 775.00 775.65 CB-000 779 S1P-401 65.55 15 775.85 777.64 CB-0O1 780, 779.90 a >780.89. STP-500 22.33 54 748.41 748.63 CB-500 77U S1P-501 32.26 54 748.83 749.16 CB-501 771. 77U.65 . U 771.35 .0 U C STP-502 23.95 54 749.36 749 60 HEADWALL 761. ,L. 761.22 C, C: 775.81 v ~ w E S1P-6al 21.26 15 770.81 771 02 CB-800 775. STP-BOt 19.U4 15 711.22 771 90 CB-801 775. 775.26 STP-701 46.20 15 780.34 780.80 S1MH-701 762. 762.70 3 0 STT'-8~ 13.57 15 749.50 74964 STMH-800 751. STP-801 107 94 15 749.84 750 92 CB-801 755. 755.69 NOT IN CONTRACT STP-9~ 99.55 15 782.00 783.00 G{-900 785. 785.07 u SlP-1000 57.79 15 749.45 750 04 SIMH-1000 755. ?0 755.21 STP-1100 113.42 15 765.00 788.10 CB-1100 791. 791.30 STP-1200 39.71 15 753.00 753.39 ,~-1200 755. 755.16 STP-1201 77.78 15 ?53.59 755.92 CB-1201 764. 764.14 0-d F-4 Ln STT'-1~0 19.94 15 802.02 802.61 O'VERFLOW 807. W 007.16 STP-1400 112 72 15 788.00 790 31 O~VERFLCMI 795. AN 795.50 STP 1500 26.25 15 777.80 778.68 CB-1500 781. 781.34 UO) w Z H N STP-1W0 54.69 15 743.60 744.13 ONERFLUW 748 STP-1601 176.03 15 744.33 753.88 OVERFLOW 758 STP-1700 27.14 24 792.00 793.22 O~VERFL(7W 799. AN 748.50 Ln wmmmw~ 0 ~j N t, w 759.00 u Cn N M O w 799.00 U N 00 STP-1701 158 16 24 793.42 798 88 CB-1701 808. 808.86 N STP-1702 99.48 24 803.00 904.99 GI-1702 610. U z 00 r""4 810.43 00 STP-1703 49.37 24 805.19 80B 18 GI-1703 811. 11 ? ~ M 8 .8 M ~ STP-1704 44.88 24 806.38 806 83 GI-1704 810. 810 84 u .%"Noe CIF) STP-1~0 47.74 24 747.42 754 58 O~VERFLC7W 763. W 763.00 0 w . . STP-1H11 181 47 15 754.78 781 00 OVERFLOW 7BB. w 0-4 All 768.00._, S1P-1802 11 T 16 15 761.20 787.06 O'VERFLC~W 789. AN 789.97 ~ w 0 003 STP-1900 70.32 24 750.80 784 00 .B-1900 770. 770.85 U w u ~Fi SF~CF EL ~/50'~~` - ~ ~ ~ ~ ~ ~ oun~T p,~ ~ ~ . lV' 0)d'1~ Et X74}. 4~6~ ~ ~ ~ ~~.~--5~ i ~ S1P-1901 31.47 24 784.20 788.93 OVERFLC7W 772. W 772.35 w z ~ STP-1902 127.15 24 767.13 768.58 OrVERFLCIW 774. AN 774.00 Ln STP-1W3 7.88 15 768.78 769.51 ,~-1903 778 STP-1~4 88.04 15 769.70 786 73 ONERFLCIW 792. 779.81 AN 792.25 ~ww~ 0 \ 1 ~ / STP-1~5 109 87 15 789.70 78784 OrVERFLUW 793 W 793 51 u ~ ~ Rip-FL-ALP PAD - - - STP-2000 28.79 24 742.00 744.03 O'VERFLC7W 749 STP-~~1 183.93 24 744.23 754.72 OVERFLOW 760 STP-2~2 140 24 15 754.92 761.93 O~t/ERFLOW 770. W 749.45 W 760.34 ~ SET ~ M ~ ~ 1 AN 770.81 • / / n1 1 ~ STP-2~3 159 73 15 784.00 769 38 O~VERFLCIW 775. 775.00 .s ~ o ' ' ~i STP-2QW 101.55 15 769.58 772 63 .8-2004 778 STP-2~5 91.49 15 772.82 779 30 CB-2005 783 STP-2~6 36.90 15 780.00 782 01 GI-2006 7A9. 778.97 703.93 ~ 754. ~ ~ i ~~i ~ 789.66 .X75 ,~6 l ~ ~ ~ ~ i- i~-~ :D STP-2007 41.51 15 782.21 782 42 GI-2007 787 STP-2100 25.05 15 737.44 738 78 a+fERFLOW 749. 787.81 W 749.25 STP-2200 87.20 15 748.89 749 5B OVERFLCIW 753 W753-84 STP-2300 20 87' 15 778.00 T79 78 HEACJWALL 785 GRAPHIC SCALE LL 785.00 STORM 102 TO 100 (SEE PG. 10 OF 36) STORM 102 TO 100 V (SEE PG. 7 OF 36) 40 0 20 40 80 o - w ~g Z it Z :5 O N co SCA i inch = 40 ft. 1 " = 4 1" = 4 SCALES 0 ~ 0% W z = 40 H OR zuu - oo z a = 4 VER p w=mod j~ 1,aJ c~ ~ ~ . m W 780 9 7 ~ oz w a w a O z 0 O W Q ~ I ~ U 0 J m ~ m MJST ~ 7 ~ JG CIL ITY ~ ~ N o :OA ro =w ~u _ ~ U L 1 77 ~ ~ A -1 3 BEFORE YOU DIG! CONTACT ONE-CALL. CENTER 1-800-6324949 0 N 7 O .~N CA RO~ o o 024442 = i a"? 0 B /f 1111 2,2 L DATE ISSUED FOR S - 0 3. 5L 5 " a F 4 7 0 RC 1 00 e co cG ~M 00 II PROJECT NO. E-467 II II I ~ N DATE: 6/26/07 o ~ SCALE: AS SHOWN DWG. BY: BSD Aar^ E 5E CHK. 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PLANTING SOIL G SOIL SHALL HAVE THE FOLLOWING CHARACTERISTICS BY WEIGHT: s •t~P~~ y . J~`5 ~ ~ k 'H RANGE: 5.5 - 6.5 ~ y C )RGANIC MATTER: 1.59-3.09 ~ Q`~P R tr ~~-~J~~S , ~ ~9 ~ MAGNE ~ , ~ ~ ~ PHOSP - MAGNESIUM: 35 Ibs. /ACRE ~ 'HOSPHORUS (P20s): 100 ibs. /ACRE $ S~~ C X rE CL , w - ~ / ~ ~~-l/ / ~ ~ - POTAS V ~ , ~ SOLUBL 'OTASSIUM (K20): 85 Ibs. /ACRE ° SOLUBLE SALTS: NOT TO EXCEED 500 ppm o c ,r ~J/ / / ~ ~ ~ i .J PLACEMENT OF T ~ / ~ ~ ~ ~ 18" OR LESS AND OF THE PLANTING S01~ IN THE 810-RETENTION AREA SHOULO 8E IN LIFTS OF w r. ~ ~ ~i ~ / ~S AND LIGHTLY COMPACTED. MINIMAL COMPACTION EFFORT CAN 8E APPLIED KINNAMON RD U ^J '.1 C rll.G C r 'J Rr G. ~ , ' ~ js~~ ~ ~ TO THE SOIL BY L BY TAMPING WITH A BUCKET FROM A DOZER OR A BACKHOE. ~ . E -L-- ~ ~ ~ 3. SHREDDED HA ~ - - ~ ~ ~ , - OF THE MULCH IS :0 HARDWOOD OR HARDW000 CHIPS SHALL 8E USEO AS MULCH. OPTIMUM AGE Yi. l tt"' ww~ r J I ~ / w / I ' ~ / : J 1 ~ ~ , ~ ~ PLASTIC, ETC. LCH IS 12 MONTHS. MULCH SHALL 8E CLEAN, FREE OF WEEDS SOIL, ROOTS, 'C. 'J r r~ C aC J j !C ~ ~ r r... C G ~ ~ ~ ~ ' ~ / 4. 810RETENTION ~ I ~ ~ N , ~ ~ UNDERLAIN WITH JTION AREA UNDER DRAIN SHALL 8E SCHEDULE 40 PVC AND SHALL 8E ~I, J C WITH GEOTEXTI~E FABRIC. THE BOTTOM OF THE SLOPE SHALL HAVE A ~ i.. l 6.0 I'M M• ~y /A wig. ..J ••w o ~ I POSITIVE SLOPE T .OPE TOWARD THE PIPE. LONGITUDINAL DRAIN SLOPES SHALL HAVE AN {~E-~-fl~AILS ~ ~~A ? ~g~~a cry - ~ O APPROXIMATE GR A I I C3i TE GRADE OF 0.5 9~. > L f W/y U C G. L 5. HERBACEOUS ~ ~ ~ THROUGHOUT THE :OUS PLANTS LISTED ON THIS SHEET SHALL 8E RANDOMLY PLANTED TYP 'T THE 810-RETENTION CELL. ALL THREE SPECIES OF PLANTS SHALL BE USED. VICINITY MAP f , NO GROUPING OF JG OF PLANTS IS PERMITTED. V - - . ~ ~ 6. CONTRACTOR, :TORS IN THE CONJUNCTION WITH THE SOIL TESTING FIRM, IS TO ENSURE THAT TRACT A / a 44.~,7G7 / ~ / \ / / / - ~ THE SOILS ON FIL i ~N FILL SLOPES HAVE 95~ COMPACTION. i ~ ~ ~ i i ~F-STREET PARK ZQbl~4~ PROPOSED USE(S): NuRSErtr_ urr St1PPLY ST~lE_ 9INIOrG ANO F1NAN ExISnNG 2oNiNC: - _ HEALIH SERVICES MISC: YEOICAL O ,APE NOTES: ~toPOSEO zoN~N~~__ Pes 2 PHASE ueaa~ra~r- wenicr~ awn suaac TYPE OF REVIEW REQUESTED: ~„aN n w, e~N ~ e~QN n e, :E.L.PARKING z 50Y. LAWN & 0-4 ~ ~ i • ~.n IEDICA 98 MTAL C~ ~ ~ ~ ~ i .--~'1 • ~ , ~ LANDSCAPE UL OFFICES; SERVICE& / / / PRELJMINARY SITE PLAN i r) Z Z. \'c ~ ' / ( i ~ ~ I / / 1. THE PLANT MA ~ / STANDARD FOR Nl ~ NURSERYMEN. A ~ i~• ~ ~ i INDICATED ON THE IT MATERIAL SHOULD CONFORM TO THE CURRENT ISSUE OF THE "AMERICAN AOtlLT DAY CARE_ MdE ADULT DA 'OR NURSERY STOCK" PUBLISHED 8Y THE AMERICAN ASSOCIATION OF a+an oar c~?r~ c~~: a~uRC~ iNSnnrnaN. NacNaora~oao: sc~o J. AT INSTALLATION, TREES ANO SHRU85 SHOULD 8E AT THE SIZE ~u+o sa~oa. r~u~c AD UL_D~Y CARE cR: i `t' CHURCH 96 =019U I SCHOOL. PRIVAIL, r 1 / ~i ~ / ~N THE TREE ANO SCHEDULES. GROUND COVER MAY BE AS SEED OR P~c~NC c~cuunoNS: N,~A U rI A 00 r-4 I ~ Q~ ~ , ~ / ~ ~ ~ PREFERABLY PLUG 2. BALLED, BURLA ~ DURING THE FOLL ~f / ~ AND SHRU81 PLAN J~±_~ ---'r OF 1NE YEAR. PLUGS. REWIREp PARKING: JJYA SPACES ~ ~ PARKING PROVIDED: N A N/A SPACES N'o ~ j / i / BURLAPPEO AND CONTAINERIZED TREES AND SHRUBS SHOULD BE PLANTED s~~ g~ ~N~ cov~a~cE OFF-STREET LOADI FOLLOWING PERIODS: MARCH 15 -JUNE 30 AND SEPTEMBER 15 - REWIREp LOADINCNNLOAOIN TnTAL ACREAGE: 0.88 ACRE(S) N/A re, 'ET LOADING 1NLOADING SPACES: 5. GROUND COVER, EXCLUDING GRASSES AND LEGUMES, CAN FOLLOW TREE SITE COVERAGES: LOAOINC/UNLOAOIN sP~ces =or~rrinw~rr~r•r~..r ~ \ J L. 1. .1 SPACES PROVIDED: i /T1~"~~ • • will, T ~ ~ / _ YEA ^'l - `L, ~ . . _ _ PLANTING DATES. GRASSES LEGUMES SHOULD 8E PLANTED IN THE SPRING BUILDING TO LAND ~_X r,~i? R~ PAVEMENT TO 1AN011I.d-~ $~~;~{,~FT. X .M/A fT. / ~ ~...r •r"A ~ ~ OPEN SPACE ~ILE_~ ~lFg6YeBQS :R=1 ~ 3. THE CONTRACT O ~ r O PLANTINGS. THIS Vim- INSTALLATION OF / ~ ~n ~ ~ THE MAINTENANCE TRACTOR SHALL MAINTAIN A ONE YEAR REPLACEMENT WARRANTY FOR ALL TOTAL N/~ ADJOINING ZONING: s~ET BEET Z TYPE REQUIRED: NONE THIS SHALL 6EGIN AFTER INSPECTION ANO APPROVAL OF THE COMPLETE 9UN.OING SQUARE FOOTACE:~?1S_so.vr. w~on+ REOUi~o: ~a W ~n V OF ALL PLANTS. PLANT REPLACEMENTS SHALL 8E IN ACCORDANCE WITH BUU.O~fVC HEIGHT: N/A ~c~ oPnoN: ~ DANCE SCHEDULE. .YES ~I NO ~ INFRASTRUCTURE n~s~rir c~cuun WAIER:_X_PUBUC PRIVATE NUMBER QF UNITS/LOTS: SEWER:~_PUBUC PRIVATE DENSITY: ~ ~ UNITS/ACRE O STREETS:_aLPUBUC PRIVATE ALCULATIONS OTS: N A UNITS OTS /ACRE OR LOTS/ACRE PIPING PLAN PLANTING PLAN PROPERTY INFORMAi1dV J = 2~~ - 2~~ BANG PORT1gJ aF TAX LOT 410 do PpTION aF 41E, TAX BLOCK 42 TAX MAP SD8834 ILOCK 4233 W^ TRACT 8 Z a, °m Z41- Q Z z W W js~j~ OFF-STREET PARK EXISTING ZONING:--RS-9 PROPOSED USE(S)~~NnK PROPOSED ZONING: PBS PARKING CALCULATIONS: SEE CA TYPE OF REVIEW REQUESTED: REOUIREO PARKING: 4~2 W-0 L.u Z~Z ET PARKING UVQ J V 0 LLj 1: EENTIAL %M TIFAYIL li. V Z CL I . 0 Q SEE CALCS BELOW W U CD PRELJMINARY SITE PLAN PARKING PROVIDED: 435 412 .SPACES a X Cr co X r-- 435 SPACES <00 00 N LL SITE a2E AND COVERAGE OFF-STREET LOADI 7~TAL ACREAGE: 23.35 ACRE(S) ~a~REO NG/UNL 9MP 9TE COVERAGES: ~QAOING/U SINGS ~i 9UIl,DING TO LANG ~ 3.2a !i `J CO Z FT Lo CL o INL SPACES: PROVIOEO: PAVEMENT TO LAND ~g-~ X FT. X FT. ,.._FT. OPEN SPACE B7.2B 7i . ~BYa60~ ;BYARQS 810-CELL NOTES: TOTAL 100 X ADJOINING ZONING: ~~~Nn~ NDENTIAL Z E II 0 1. 810-CELLS TO SERVE AS TEMPORARY RIP RAP GERM BASINS. TYPE REQUIRED: 9UIl01NG SQUARE FOOTAGE: ~¢~SQ.FT. YNOTH REQUIRED: 30~ 2. CONTRACTOR TO INSTALL OUTLET PIPES TO LINES AND GRADES 9UILpNG HEIGHT: 2 $ J STORY FENCE OPT10N: YE DENSITY CALCULATI INFRASTRUCTURE NUMBER QF UNITS/L015:~QU INATER~..~_PU9UC PRIVATE p~~rY; y43 UMTS/ACRE OR l SEINER:~_PUBUC PRIVATE REC. AREA REO~D:100 SF/UNIT 0 S7ilEETS:_PUBLIC x PRIVATE REC. AREA PROVIDED: 29.18 SF ...YES NO V SHOWN ON PLANS. 0 3. CONTRACTOR TO RESTORE 810-CELL VOLUMES AFTER SITE IS 5: ~UNITSAOTS "I ME OR LOTS/ACRE ~S STA6ILIZEO. ~FAMI T OR 0.53 ACRES 4. CONTRACTOR TO GRADE BIO-CELLS TO WITHIN 0.'1'~J' 2SF T1R~'POSE~ GRADES. !9016 SF 0.69 AC ~ j%1. Y p ' S. OWNER TO INSTALL REMAINING 810-CELL PIPING, SOIL MATERIAL AND PLANT MATERIAL FOR EACH 810-CELL. PROPERTY INFORMATION 9EING PORTIpd OF TAX LOT 41 D, PORTIgV OF 41 E, do AlL OF 588, TAX 6L0 TAX MAP 588834 TAX BLOCK 4233 o 0 0 TRACT "B" BUILDING CHART ....i 9 IF STORMWATER INUNDATES THE 810-CELL FOR MORE THAN TREE SCHEDULE 8UIl01NG TYPE BUILDING DIMENSIONS N0. STORIES A 96' X 54' 3 'ORIES •aC m O n 72 HOURS AFTER A STORM EVENT THE 810-CELL IS NOT 8 104' X 54' 3 FUNCTIONING AS INTENDED AND A PROFESSIONAL ENGINEER QTY. SYM80L 80TANICAL NAM SHALL 6E CONSULTED FOR REMEDIAL PLANS. PLANS SHALL ~ ~ ACER RUBRUM NAME COMMON NAME MIN. HEIGHT SPACING MIN. CALIPER C 93' X 74' 2 D 97' X 76' 2 BEFORE' VOILI Dr(.o BE FORWARDED TO THE GOVERNMENTAL. OFFICE HAVING 3RUM RED MAPLE 8' AT PLANTING AS SHOWN 2.5~~ E 106' X 80' 2 CONTACT ONE-CALL C ENI'ER JURISDICTION FOR WATERSHED PROTECTION FOR APPROVAL. TOP OF PvNDING 1-800-632-4949 IGRA RIVER BIRCH 4' AT PLANTING AS SHOWN 2.5~~ ELEV. = 750.00 TOP OF MULCH ANA MAINTENANCE REQUIREMENTS FOR BIORETENTION AREAS ~ BETULA NIGRA 1)i•:SCRIPII(1N MI'.TFIOI) 1'RP.QUI:NCY 'I'IM1~.01' YI~.AR 80TA EA ONDI~ 9 50EVATIGN PARKING INFORMATION (TRACT B ~ ~ ~ TOTAL SLOG A 1.50 SPACES/UNIT = 24 x 1.50 36 T B ppA CARpt, soli. 1 FRANXINUS PENNSYLV INSPECT ANO VISUAL MONTHLY MONTHLY JSYLVANICA GREEN ASH 4~ AT PLANTING AS SHOWN 2.5" = 36 r S~0 REPAIR EROSION SPACES BLDG 8 1.50 SPACES/UNIT 36 x 1.50 a 54 Q r = 54 ORGANIC LAYI~,R 6~~ PbNDING DEPTH 435 024442 REMUICH ANY BY HANG WHEN NEEDED WHEN NEEDED V010 AREAS SLOG C = 1.75 SPACES/UNIT 64 x 1.75 112 = 112 REMOVE PREVIOUS MULCH ONCE EVERY SHRUB SCHEDULE ELEV 75050 3 „'_lil i I=i i Mor iNauaNC BAG O = 1.75 SPACES NIT = 48 x 1.75 ~ 84 - _ ~ ARIgNG GARAGES) N ~ a loo, LAYER BEFORE APPLYING BY HAND TWp pR 1}iREE SPRING ~ ~ ~ ~ SLOG E 2.00 SPACES/UNIT = 48 x 2.00 96 96 NEW LAYER OPTIONAL YEARS QTY. SYMBOL BOT ANY AOOIPONAI. 8Y HAND ONCE A YEAR SPRING 80TANICAL NAME COMMON NAME MIN. SIZE SPACING ' II'I MULCH ADOEO 2 LIND III- ? =I I ~ ~I I ~ ~ CLUBHOUSE 1.00 SPACES/200 SF ~ 3321.87/2 ~~~I 15" ADS-Nt2 21.87/200 17 ~ DATE ISSUED FOR PLANT'S LINDERA BENZAIN SPICE BUSH 18~~ AS SHOWN III= itl~: -III OVERFLOW III POOL = 1.00 SPACE/100 SF 1235.82/100 = 1 RISER I~~I ~ gQTTOM OF MULCH )0 = 13 REMOVE ANO REPLACEMENT g~ 3/15 TO 4/30 2 ~~1 CORN OF ALL DEAD ANA DISEASED p~nNG ANO 3~~ ILE CORNUS STOLONIFERA RED OSLER DOGWOOD 18" AS SHOWN VEGETATION CONSIDERED SPEgFl- 10/1 TO 11/30 3" HARDWOOD MULC ILEX GLABRA INKBERRY 18" AS SHOWN ~ PLANTINGS IL MIXTURE I- ~ AND TOP OF TOTAL PARKING SPACES REQUIRED 412 )0 MULCH LAYER ~ a PLANTING SOIL III IL MIXTURE 4 CAR GARAGES - 5 x 4 SPACES ;PACES BEYOND TREATMENT ~A~N FILTER ELEV: 749 25 ZO SPACES FARRIC~ 3 CAR GARAGES - t x 3 SPACES s 3 SPACES TREAT ALL. DISEASED MECHANICAL N~q VARIES. DEPENDANT ON INSEC E EV.= 745.25 'ACES TREES ANO SHRUBS OR 8Y HAND OR DISEASE INFESTATION WATER OF PLANT MATERIAL SHALL TAKE PLACE AT END IMMEDIATELY H E TY,-~~ ~ BUILDING SUMMARY (TRACT 8) B OF EACH DAY FOR 14 gY HAND HERBACIOUS PLANT SCHEDULE NOTE; ALL HERBACIOUS PLANTS servo BLDG TYPE ~ BUILDINGS UNITS/6LOG TOTAL U A 3 12 36 OTAL UNITS CONSECUTIVE SAYS ANO COMPLEnON OF N/A AFTER PLANTING HAS BEEN PROJECT QTY. 80TAN COMPLETED ' ARE CALlEO OUT BY THIS LINETYPE 36 PROJECT NO. E-467 BOTANICAL NAME COMMON NAME MIN. SIZE 15" ADS-N12 PVC PERFORATED UNDERL~RAIN e 2 ~2 24 OUTFACE {~FDI Af`C~IChIT AC C IODAOT ~.u n~.....~ 4 VIN VINCA MAJOR I ARGF PFRIWINKI F R" PnT f` n A a. 24 DATE: JUNE 26 007 RA 2 . "1 ""I • • BY HAND ONCE A YEAR vV.LT RCMV VC STAKES STAKE IN SPRING 4 DESCHAMPr- v %0 -r VT 48 SCALE: 1 "=20' REPLACEMENT OF DEFICIENT BY HAND WHENEVER NEEDED WHENEVER NEEDED HAMPSIA CAESPITOSA TUFTED HAIRGRASS 6" POT BIORETEN11ON AREA CROSS SECTION ° s a 48 STAKES OR HARES 4 PANICU INSPECT PLANTS TO ENSURE AFTER PERIODS 'ANICUM VERATUM SWITCH GRASS 6" POT E 6 S 48 N TS TOTAL 25 220 48 DWG. 8Y: 8SD THEY REMAIN HEALTHY; VISUAL/19Y OF PROLONGED 220 CHK. 8Y: M8W REPLACE AS NEEDED WITH HAND INUNDATION WHENEVER NEEDED SIMILAR PLANTS. 20 10 0 20 40 60 24 OF 36 ~ BlOmRETENTION SCALE IN FEET CELI., #R c C4) d BIORETENTIOI 1. PLANTING SOIL S JTION AREA NOTES: = a t) mom CLAY CONTENT WIL / 1 SOIL SHALL 8E 65~ SANG, 10~ LEAF MULCH, AND 25~ SILT. MAXIMUM IT WILL BE 10~ OR LESS BY VOLUME. ~ ~ i ~ r , f . . ~ ~ ` - _ . _ - - - ~ 2. PLANI1NG S01~ / ' ~ ; i ; PH RANG ~ j~; 1`~ S01~ SHALL HAVE THE FOLLOWING CHARACTERISTICS 8Y WEIGHT: ~ ~P f RANGE: 5.5 - 6.5 ~ c~ t- ORGANIC r Qk' GANIC MATTER: 1.59-3.0~ P j ! I f ~ ~ / 1 ~ i ~j ~ ~ ~ i ~ i 1 I i l ~ ! ii% ' / MAGNESiI ~ ~ : PHOSPHO GNESIUM: 35 Ibs. /ACRE ~ 1 J i ~ OSPHORUS (P20s): 104 Ibs. /ACRE oZ ~S~~E ~,o _ .C r = W, ! r, / ~ r /f ~ ~ i ~ l • ~ ~ ~ ~ POTASSIU TASSIUM (K20): 85 Ibs. /ACRE , zo W C c.. i ~ ~ SOLUBLE _UBLE SALTS: NOT TO EXCEED 500 ppm o ~~P~` Q- C13 c s E i ' i l~ _ ~ ~ PLACEMENT OF THE IF THE PLANTING SOIL IN THE 810-RETENTION AREA SHOULD BE IN LIFTS OF `ate v c, c < • 18" OR LESS AND i ~ AND LIGHTLY COMPACTED. MINIMAL COMPACTION EFFORT CAN BE APPUEO KINNAMON RD t ~ f j TO THE SOIL BY TA BY TAMPING WITH A BUCKET FROM A DOZER OR A BACKHOE. r, . ` ,r` ~ , . , , ' - 3. SHREDDED HAR OF THE MULCH IS 1 HARDWOOD OR HARDW000 CHIPS SHALL BE USED AS MULCH. OPTIMUM AGE 19" E 1 ~ ~ _ - .H IS 12 MONTHS. MULCH SHALL 8E CLEAN, FREE OF WEEDS, SOIL, ROOTS, ry fC y U 13 ` r,.. ~ ~ y • ~ ' ~ _ ~ - - ~ - PLASTIC, ETC. ..r. Q / ' ~ ~ - ' ~ 4. BIORETENTION A UNDERLAIN WITH GE ION AREA UNDER DRAIN SHALL BE SCHEDULE 40 PVC AND SHALL 8E eS-_ C J i ITH GEOTEXTILE FABRIC. THE 80TTOM OF THE SLOPE SHALL HAVE A w N i0 _ ~ A A - _ - ' POSITIVE SLOPE T0 ~ ~E TOWARD THE PIPE. I.ONGITU0INAL DRAIN SCOPES SHALL HAVE AN cs a APPROXIMATE GRA0l,~ 5. HERBACEOUS P '.l ~ ~ ~ ~ ~ ~ THROUGHOUT THE ~ NO GROUPING OF P t ',-'w ~ ~ ~ ~ 6. CONTRACTOR, IN GRADE OF 0.5 ` W cr. u 1 w 3 . US PLANTS LISTED ON THIS SHEET SHALL BE RANDOMLY PLANTED ;ww ~-r" THE 810-RETENTION CELL. ALL THREE SPECIES OF PLANTS SHALL 8E USED. VICINITY MAP OF PLANTS IS PERMITTED. U ~ ~R, IN THE CONJUNCTION WITH THE SOIL TESTING FIRM, IS TO ENSURE THAT TRACT A THE SOILS ON FILL J FILL SLOPES HAVE 95~ COMPACTION. QF'F-STREET PARKIN ZQd1~1C~ PROPOSED USE(S): NuRS~aY. uwH Sl1PPLY STORE 9ANKING AND FlNINCJ~ EXISTING ZONING: HEU TM sc_ravtcEe_- ~~e_r=: ymicu dt ~ P E NOTES . PROPaSE~ ZONING' PBS LABORATdtY: wEDICAL ANO SuRGICA~ TYPE OF REVIEW REWESTED• ~E1c~s_ trisc: wto~sgoNn?~ oFFICES~ PARKING Z _ t,, LAM & QARDEN 1 F1NAN AL SERIACES: L f) - - ~ ~ 1,ANDSCAPE l [CAL OR DENTAL O ~ z,~„ 4 PRELIMINARY SITE PLAN fl~1SINESS A: SERVK~S BusNESS ee S MATERIAL SHOULD CONFORM TO THE CURRENT ISSUE OF THE ~~AMERICAN ~~""L ~n°"''~ ADULT DAY DARE. H061E A~L~T OAY G R NURSERY STOCK" PUBLISHED 8Y THE AMERICAN ASSOCIATION OF f~liLa DAY CARE ~17ER: diURCN AR OMCES: SERM S_ LESS 9: SERM 'S. CI) Lf) ~ ~ 1. /r •~T ~ _ 1. THE PLANT M ATE A - ~ ~ NURSERYMEN. R A T RM 5_ INDO Z ~ \%.o JLT DAY CARE CENTER: L0 r ~r ..r i w ~ RCN DR RELIdOl1S O COOL PM PATE: r UO) (y Q + ' ..^d .~1 AT INSTALLATION, TREES ANO SHRUGS SHOULD BE AT THE SIZE ~e ~ THE TREE AND SCHEDULES. GROUND COVER MAY BE AS SEED OR PARMgNG CALCULATI~IS:~IfA r "y ~ ~ INDICATED ON THE ~ ~ ~ PREFERABLY PLUGS. I /A U N 00 I/A SPACES Z 00 w` ~ 1 r..r ..r . _ _ LUGS. REWIRED PARKING:~ PARKING PROVIDED: N ~ 1RLAPPED AND CONTAINERIZED TREES AND SHRUBS SHOULD BE PLANTED SITE 512E AND COVERAGE OFF-STREET LOADIN OLLOWING PERIODS: MARCH 15 -JUNE 30 ANO SEPTEMBER 15 - I~QUIREO LOADING/UN10A01NG A SPACES OQ . • ,I. _ - - ~ - 2. BALLED, BURLAP ~ ' ~ DURING THE FOLLOW LOADING .OARING SPACES: M l may... ~ ti., _F ~ , ~ ~ - _ _ _ ~ NOVEMBER 15. GRO ANO SHRUB PLANTI P L A N TI N G PLAN OF THE YEAR. TOTAL ACREAGE: ACRE(S) N/A GROUND COVER, EXCLUDING GRASSES AND LEGUMES, CAN FOLLOW TREE SITE COVERAGES: LOADINGNNLOAOIN SPACES P CANTING DATES. GRASSES LEGUMES SHOULD 8E PLANTED IN THE SPRING BU~LD~NG TO LANG N/A z N~~ WZOW`~ 3ACES PROMDED: t , W . . PAVEMENT TO LANO~._x gZE: Nfe FT. X .~~FT. OPEN SPACE N,(A % FT. (ARDS . ...r. ~...r l~ ~ - 3. THE CONTRACTOR H~F.FE6YeBQS ACTOR SHALL MAINTAIN A ONE YEAR REPLACEMENT WARRANTY FOR ALL TOTAL N/~ ADJOINING ZONING: STREET "T Z PLANTINGS. THIS SH INSTALLATION OF AL TYPE REWIRED: NONE CIS SHALL BEGIN AFTER INSPECTION AND APPROVAL OF THE COMPLETE BUILDING SWARE FOOTAGE: N ~ so.Fr. WITH REOUIREO: ~o W ~ Ll'~ OF ALL PLANTS. PLANT REPLACEMENTS SHALL BE IN ACCORDANCE WITH BU~LO~NG HEIGHT: N/A ~NC~ ~ncri: ~s ONCE SCHEDULE. _.YES NO O THE MAINTENANCE ~cl~~c_m1i~T11RF DEN9TY CALCULATION WATER:~_PUBUC PRIVATE NUMBER QF UNITS/LOTS: N ~ U SEWER:_,L_PUBUC PRIVATE DENSITY: ~ ~ UNITS/A(~E OR STREETS:~.~PUBUC PRIVATE S: N A UNITS h OTS U CRE OR LOTS/ACRE W PROPERTY INFORMATION BEING PORTION OF TAX LOT 41p ac PO110N OF 41E, TAX BLOq( 4233 TAX MAP 588834 1CK 4233 cn W ~ ~ ~ TRACT 8 O Q a"' (f, Z Q N z 4FF-STREET PARKIN EXISTING 20NING: RS-9 PROPOSED USE(S) ~~~n~ ~ ~ 1 ~ Z W W O ~QO W - > o g, 00 PROPOSED ZONING: PeS PARKING CAICULAT10N5: ~E CALCS BELOW EE C&CS 000 TYPE OF REVIEW REOUESTEO: REWIRED PARKING: 412 PRELIMINARY SITE PLAN PARKING PROVIpEO: ~5 SIZE SIZE AND CaVERAGE QFF-STREET L0 REQUIRED NG/UN~ BIRG 41 SPACES 0 N OC m x 435 SPACES <60 0 N z z CID S of TOTAL ACREAGE: 2335 ACRE(S) O ' SPACES: a SITE COVERAGES: LOApINC/U ING P 9UILOING TO LAND 13.28 X PROVIDED: PAVEMENT TO lANO 19-~ x FT. X FT. FT. OPEN SPACE 87.26 ~ 91~EEE67~T rAgQS TOTAL 100 X ADJOINING 20PIING: RESIOENIIAL IEN Tl AL z BIO-CELL NOTES: TYPE REGUIREO: ~E II BWLDINC SQUARE FOOTAGE:.ZZ$.5~4$SG.FT. NAO7H REDUIRED: ~ 0 1. 810-CELLS TO SERVE AS TEMPORARY RIP RAP BERM BASINS. BUILDING HEIGHT: 2 dt 3 STORY FENCE dP110N: ttES ecNarv r~~ n~i ~rrw NUMBER rNTS/LOTS:...~1M11 WATER~~PUBUC PRIVATE pE?r~nr; .4 'UNITS/ACRE pt LO SEWER:_~PUBUC PRIVATE REC. AREA REp'D:100 SF/IMNT OR SIREET~• PUBUC Y PRIVATE REC. AREA PROVIDED: 29,916 SF F= u _YES NO 4 2. CONTRACTOR TO INSTALL OUTLET PIPES TO LINES AND GRADES V CULATI 0 UNITS/`LOTS SHOWN ON PLANS. 3. CONTRACTOR TO RESTORE 810-CELL VOLUMES AFTER SITE IS E OR LOTS/ACRE wis MINT OR O.SS ACRES ~Q~ T sTAa~uzEO. ' 4. CQNTRACTOR TO GRADE 810-CELLS TO WITHIN 0.10' OF 916 SF 0.69 AC , TY PROPOSED GRADES. PROPERTY INFd2MAT10N BEING PORTION OF TAX LOT 410, PORTION OF 41E, do ALL OF 388, TAX BLOpC ~ kX BLOCK 4233 5. OWNER TO INSTALL REMAINING BIO-CELL PIPING, SOIL MATERIAL TAX MAP SBa834 o ,A AND PLANT MATERIAL FOR EACH BIO-CELL. ~ a , TRACT "B" BUILDING CHART TREE SCHEDULE 6UILpING TYPE BUI~pING DIMENSIONS N0. STORIES RIES IF STORM WATER INUNDATES THE 810-CELL FOR MORE THAN _ 72 HOlJR5 AFTER A STORM EVENT THE BIO-CELL IS NOT QTY. SYMBOL BOTANI FUNCTIONING AS INTENDED AND A PROFESSIONAL ENGINEER - -i---=`-_ A 96' X 54' 3 8 104' X 54' 3 7 n _ TANICAL NAME COMMON NAME MIN. HEIGHT I SPACING MIN. CALIPER C 93' X 74' Z DER RUBRUM RED MAPLE 8' AT PLANTING AS SHOWN 2.5~~ 0 97' X 76' 2 SHALL dE. CONSULTED FOR REMEDIAL PLANS. PLANS SHALL 2 r ACER R ~ < ~ BE FORWARDED TO THE GOVERNMENTAL OFFICE HAVING 5,,,~~ ,-j E 106' X 80' 2 BEFORE VOL1 DIG! JURISDICTION FOR WATERSHED PROTECTION FOR APPROVAL. - ov~?~i. CONTACT ONE-CALL CENTER 1 BETULA :TULA NIGRA RIVER BIRCH 4' AT PLANTING AS SHOWN 2.5" TOP GF PONDING ELEV = 749 95 TOP Of MULCH ANO 1-800-6324949 ~1;\IN'I t:'~:1'~( Rh.QUIRt:Mf N fS FC)R E310RETENT'lUN ~Rt~~S . Bo REAONDI~4y45VAT10N PARKING INFORMATION (TRACT B) T 6 %0%%%%III1118,,,'t % c0 CA _ 1_. I ~ N~~Y ~ 'I'IMI tN YI•Alt 1 ~ FRANXINUS PEINSPECT AND-_----- i US PENNSYLVANICA GREEN ASH 4' AT PLANTING AS SHOWN 2.5" ~ ~ ~ TOTAL BLDG A = 1.50 SPACES/UNIT = 24 x 1.50 36 N%% 0*09446401610 • = 36 SPACES VISUAL MONTHLY MONTHLY .REPAIR ERQSION_._ ~ ~ BIQG B ~ 1.50 SPACES/UNIT = 36 x 1.50 54 6" PONOINC DEPTH 435 SLOG C = 1.75 SPACES/UNIT = 64 x 1.75 = 112 = a 54 I SEAL - ~?I:I~ANIc' 1 ~1Y1:12 ~REMULCH ANY 8Y HAND WHEN NEEDED WHEN NEEDED ELEV 750 4`,- = 112 024442 1 V010 AREAS SHRUB SCHEDULE _ _ _ ~ - 3 (NOT INCLUDING mv~~ _ ~I ~Kwc c~a~c~s) BLDG D 1.75 SPACES/UNIT ~ 48 x 1.75 84 -III =11I-f _ dPp Z r 1 84 c REMOVES PREVIOUS MULCH ' .I I 1=_ S - - =1 I i='' ~ BLDG E ~ 2.00 SPACES/UNIT ~ 48 x 2.00 s 96 LAYER 6EFpRE APPLYING 8Y HAND TWOCOR THREE SPRING NEW LAYER (OPTIONAL) ~ _ YEgRS C?TY. SYMBOL - OL BOTANICAL NAME COMMON NAME MIN. SIZE SPACING ~ - ~~II ;IIIIIII III " 96 C e W~~~~• ~~~~~IIIII~ ANY ADDITIONAL ! BY HAND ONCE A YEAR SPRING 3 CLUBHOUSE 1.00 SPACES/200 SF 3321.87/20 ~ 15" ADS-Nt 2 1.s7/200 = 17 MULCH AOOED LINDERA BENZAIN SPICE BUSH 18" AS SHOWN 111111 I~- - -III OVERFLOW III POOL 1.00 SPACE/100 SF 1235.82/100 13 RISER IIII BOTTUM OF MULCH ~ DATE ISSUED FOR 1 = 13 CORNUS STOLONIFERA RED OSLER DOGWOOD 18 AS SHOWN (~-i' ' REMaVE ANO REPLACEMENT SEE 3/15 TO 4/30 2 4~~ OF~ ALL DEAD ANO DISEASED PLANTING qNp 3" HAROWOGD MULCH ~ .ILEX GLABRA INKBERRY 18" AS SHOWN III ~PLANTINC S IL MIXTURE o PL NT NG SOIL TOTAL PARKING SPACES REQUIRED 412 MULCH l.Al'ER III MIXTURE 4 CAR GARAGES - 5 x 4 SPACES = 20 SPACES VEGETATION CONSIDERED SPECIFI- 10/1 TO 11/30 FILTER ~ ~ ELEV: 749 20 'ACES BEYGNO TREATMENT ,GATIQIV__. _ II FAsRiC~~ III 3 CAR GARAGES - 1 x 3 SPACES 3 SPACES CES TREAT ALL DISEASED jMECHANICAL N~q VARIES, DEPENDANT ON INSEC TREES AND SHRUBS OR 8Y HAND OR DISEASE INFESTATION ~ FI.f.V = 745 ?0 ~~I f . _ _ WATER OF PLANT MATERIAL HERBACIOUS PLANT SCHEDULE -iir_ _ i_ ~ BUILDING SUMMARY (TRACT 6) B ' 'SHALL TAKE PLACE AT ENO i IMMEDIATELY Q ~ ~=1 I I-~l 11=1 I BLDG TYPE TAL UNITS OF EACH DAY fOR 14 AFTER CONSECUTIVE GAYS ANO ! 8Y HAND COMPLETION OF NSA QTY. BOTANICAL NAME COMMON NAME MIN SIZE NOTE: ALL HERBACIOUS PLANTS --~;nr~~ ~Y BUILDINGS UNITS/BLDG TOTAL UNI A 3 12 36 'AFTER PLANTING HA$ BEEN ~ PROJECT 15" AOS-N12 -PVC PERFQRATED UNC~ERGRAIN 8 2 ~2 24 36 PROJECT NO. E-467 COMPLETED j 4 VINCA MAJOR LARGE PERIWINKLE 6° POT ARE CALLED OUT 8Y THIS LINETYPE OUTFACE 24 nATF- .MINE 9f *7nn7 REPLACEMENT OF SUPPORT BY HAND ONCE A YEAR ONLY REMOVE rj DE STAKES STAKE IN SPRING c 8 8 64 64 em mmmrs DESCHAMPSIA CAESPITOSA TUFTED HAIRGRASS 6" POT 48 SCALE: 1 "=20' REPLACEMENT OF DEFICIENT BY HANG WHENEVER NEEDED NMENEVER NEEDED 5 B PANICUM VERATUM SWITCH GRASS 6" POT BIORETENTION AREA CROSS SECTION ° 6 8 4e E 6 8 48 48 OWG. 8Y: 850 STAKES OR HARES INSPECT PLANTS TO ENSURE ' AFTER PERIODS NTS TOTAL 25 220 220 THEY REMAIN HEALTHY; VISUAL/BY OF PROLONGED WHENEVER NEEDED CHK. 8Y: MBW REPLACE AS NEEDED MATH HAND INUNDATION 20 10 0 20 40 SIMILAR PLANTS. 60 25 OF 36 ~ BlOmRETENTION SCALE IN FEET -"oommum"m if Mow, CELL #10 < < # ~~~a 133 NI 3lV~S I~1Ul.L I~I~.~~2I-OI S NouvoNn )LLVONnNI 'S1NVId 8VIINIS 9 ~ ~O 9Z o9 0~ oz o o~ oZ lOd „9 03033N 2i3~3N3HM Q39NOl0tid ssva~ H~l~ns ~uruda3n wn~iNed S sooia3d a ssda~aivH a~~ru dSOlIdS3d~ b'ISdWVH~S3~ S 03033N 2l3N3N3HM 03033N 213A3N 3~~NIMIa3d 3~bdl ?~01'dW t/~NN ~ JNI2idS NI 3HV1S 01OHd d0 ONVH H1 1M 03033N SV 30V1d38 13d 83lJV A iviv ns 1n -A HLIV 3 H N10438 A NI M8W ~~18 'NHS OZZ 5Z 1V101 38nSN3 01 S1NVld 103dSNI ' Sl N lOd w9 83A3N3HM ONVH AB S381M 80 S3)IV1S 1 N31O U30 30 1 N3 YV33VId38 058 ~~18 ~~M~ 84 8 9 3 ,oZ=N t ~3'1v~s eti a s a N011~3S SSO~~ b32ib' NOIlN3132~018 lod as V 33NO ONV H A13 S3MV1S 3I10W32! ~llNO ad3~l d 3~N 3WdN NOWWO~ 3WdN IV~IN`d108 '.110 12iOddns J0 iN3W3OV1d38 LOOZ '9Z 3Nflf ~31da ~9 g e ~ 3ZIS 'NIW ~~v~~no 031310403 fZ Zt Z 6 3aNn 031va0~a3d end ZEN-Sad „6~ aNVS- 3cUl13Nl~ SIHl ~l8 1f10 Q3lld~ 3bb' ~-i i ~-~i't--.III-i i S1NVld Sf101~d82i3H llV •~N 1~3road )3~`02id L9t?-3 'ON 1~3(`021d Nivaaa3arvn o3 9£ Zl £ d ~~(1a3H~S 1Nd~d S(101~b'82~~H diN ~0 NOLL3ldW a~~v ,AIdWOO N338 SVH ONLLNVId 2313V ONVH A8 ONV sAva 3ALLn33SN03 i~~V S11Nf1 '1V101 JOl9/S11Nf1 S9NI~llf18 ~ 3d~11 9018 Jll31Vla3ww V0W1 *t 203 JVO H3d3 30 ON3 id 30V1d 3MVl MVHS 00 =1 1~~' ~ -J I I. 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CONTRACTOR TO GRADE 810 -CELLS TO WITHIN 0.10' OF PROPOSED GRADES. 5. OWNER TO INSTALL REMAINING 810 -CELL PIPING, SOIL MATERIAL AND PLANT MATERIAL FOR EACH BIO -CELL. IF STORMWATER INUNDATES THE BIO --CELL FOR MORE THAN 72 HOURS AFTER A STORM EVENT THE 610 -CELL IS NOT FUNCTIONING AS INTENDED AND A PROFESSIONAL ENGINEER SHALL BE CONSULTED FOR REMEDIAL PLANS. PLANS SHALL BE FORWARDED TO THE GOVERNMENTAL OFFICE HAVING JURISDICTION FOR WATERSHED PROTECTION FOR APPROVAL, MAINTENANCE REQUIREMENTS FOR BIORETENTION AREAS I)I:SCRII'TION I ME -1-1 101)T FREQt-II�.NCY TIME OF YEAR SOIL, INSPECT AND VISUAL MONTHLY MONTHLY REPAIR EROSION ORGANIC; LAYFR REMULCH ANY BY HAND WHEN NEEDED WHEN NEEDED REMOVE PREVIOUS MULCH ACER RUBRUM ONCE EVERY 8' AT PLANTING LAYER BEFORE APPLYING BY HAND TWO OR THREE SPRING NEW LAYER OPTIONAL AS SHOWN YEARS TOTAL PARKING SPACES REQUIRED = 412 ANY ADDITIONAL MULCH ADDED BY HAND ONCE A YEAR SPRING PI,AN•I'S REMOVE AND REPLACEMENT SEE 2.5" 3/15 TO 4/30 OF ALL DEAD AND DISEASED PLANTING BUILDING SUMMARY (TRACT B AND VEGETATION CONSIDERED SPECIFI- BLDG TYPE 10/1 TO 11 /30 BEYOND TREATMENT CATION A TREAT ALL DISEASED MECHANICAL N/A VARIES, DEPENDANT ON INSECT TREES AND SHRUBS OR BY HAND AS SHOWN OR DISEASE INFESTATION WATER OF PLANT MATERIAL E ` �� D WG. 8 Y: 8 SD SHALL TAKE PLACE AT END 25 220 IMMEDIATELY 20 OF EACH DAY FOR 14 CONSECUTIVE DAYS AND BY HAND AFTER COMPLETION OF N/A AFTER PLANTING HAS BEEN PROJECT COMPLETED REPLACEMENT OF SUPPORT BY HANDONLY ONCE A YEAR REMOVE STAKES STAKE IN SPRING REPLACEMENT OF DEFICIENT STAKES OR NARES BY HAND WHENEVER NEEDED WHENEVER NEEDED INSPECT PLANTS TO ENSURE THEY REMAIN HEALTHY; VISUAL/3Y AFTER PERIODS REPLACE AS NEEDED WITH HAND OF PROLONGED WHENEVER NEEDED SIMILAR PLANTS, INUNDATION TREE SCHEDULE QTY. SYMBOL BOTANICAL NAME COMMON NAME MIN. HEIGHT SPACING MIN. CALIPER 1 LINDERA SENZAIN ACER RUBRUM RED MAPLE 8' AT PLANTING AS SHOWN 2.5" CORNUS STOLONIFERA RED OSLER DOGWOOD 18" AS SHOWN 3 TOTAL PARKING SPACES REQUIRED = 412 ILEX GLASRA 2 18" BETULA NIGRA RIVER BIRCH 4' AT PLANTING AS SHOWN 2.5" ..� BUILDING SUMMARY (TRACT B BLDG TYPE BUILDINGS UNITS/BLDG TOTAL UNITS A 3 12 1 36 2 B FRANXINUS PENNSYLVANICA GREEN ASH 4' AT PLANTING AS SHOWN 2.5" SHRUB SCHEDULE QTY. SYMBOL BOTANICAL NAME COMMON NAME MIN. SIZE SPACING 3 6" POT LINDERA SENZAIN SPICE BUSH 18" AS SHOWN 3 PANICUM VERATUM CORNUS STOLONIFERA RED OSLER DOGWOOD 18" AS SHOWN 3 TOTAL PARKING SPACES REQUIRED = 412 ILEX GLASRA INKS RRY E 18" AS SHOWN HER C -0 U_ ANT SCHEDULE QTY. BOTANICAL NAME COMMON NAME MIN. SIZE 5 VINCA MAJOR LARGE PERIWINKLE 6" POT 6 DESCHAMPSIA CAESPITOSA TUFTED HAIRGRASS 6" POT 6 PANICUM VERATUM SWITCH GRASS 6" POT RIORFTFNTION nRNA NOTFS.- ''I. PLANTING SOIL SHALL BE 659 SAND, 10% LEAF MULCH, AND 25% SILT. MAXIMUM CLAY CONTENT WILL BE 109 OR LESS BY VOLUME. 2. PLANTING SOIL SHALL HAVE THE FOLLOWING CHARACTERISTICS BY WEIGHT: PH RANGE: 5.5 - 6.5 ORGANIC MATTER: 1.5%-3.0% MAGNESIUM: 35 lbs. / ACRE PHOSPHORUS (P20s): 100 lbs. / ACRE POTASSIUM (K20): 85 lbs. / ACRE SOLUBLE SALTS: NOT TO EXCEED 500 ppm PLACEMENT OF THE PLANTING SOIL IN THE BIO -RETENTION AREA SHOULD BE IN LIFTS OF 18" OR LESS AND LIGHTLY COMPACTED. MINIMAL COMPACTION EFFORT CAN BE APPLIED TO THE SOIL BY TAMPING WITH A BUCKET FROM A DOZER OR A BACKHOE. 3. SHREDDED HARDWOOD OR HARDWOOD CHIPS SHALL BE USED AS MULCH. OPTIMUM AGE OF THE MULCH IS 12 MONTHS. MULCH SHALL BE CLEAN, FREE OF WEEDS, SOIL, ROOTS, PLASTIC, ETC. 4. BIORETENTiON AREA UNDER DRAIN SHALL BE SCHEDULE 40 PVC AND SHALL BE UNDERLAIN WITH GEOTEXTILE FABRIC. THE BOTTOM OF THE SLOPE SHALL HAVE A POSITIVE SLOPE TOWARD THE PIPE. LONGITUDINAL DRAIN SLOPES SHALL HAVE AN APPROXIMATE GRADE OF 0.5 %. 5. HERBACEOUS PLANTS LISTED ON THIS SHEET SHALL BE RANDOMLY PLANTED THROUGHOUT THE BIO -RETENTION CELL. ALL THREE SPECIES OF PLANTS SHALL BE USED. NO GROUPING OF PLANTS IS PERMITTED. 6. CONTRACTOR, IN THE CONJUNCTION WITH THE SOIL TESTING FIRM, IS TO ENSURE THAT THE SOILS ON FILL SLOPES HAVE 95% COMPACTION, LANDSCAPE NOTES: 1. THE PLANT MATERIAL SHOULD CONFORM TO THE CURRENT ISSUE OF THE "AMERICAN STANDARD FOR NURSERY STOCK" PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. AT INSTALLATION, TREES AND SHRUBS SHOULD BE AT THE SIZE INDICATED ON THE TREE AND SCHEDULES. GROUND COVER MAY BE AS SEED OR PREFERABLY PLUGS. 2. BALLED, BURLAPPED AND CONTAINERIZED TREES AND SHRUBS SHOULD BE PLANTED DURING THE FOLLOWING PERIODS: MARCH 15 - JUNE 30 AND SEPTEMBER 15 - NOVEMBER 15. GROUND COVER, EXCLUDING GRASSES AND LEGUMES, CAN FOLLOW TREE AND SHRUB PLANTING DATES. GRASSES LEGUMES SHOULD BE PLANTED IN THE SPRING OF THE YEAR. I THE CONTRACTOR SHALL MAINTAIN A ONE YEAR REPLACEMENT WARRANTY FOR ALL PLANTINGS. THIS SHALL BEGIN AFTER INSPECTION AND APPROVAL OF THE COMPLETE INSTALLATION OF ALL PLANTS. PLANT REPLACEMENTS SHALL BE IN ACCORDANCE WITH THE MAINTENANCE SCHEDULE. TOP OF PONDING ELEV. = 763 50 TOP OF MULCH AND BOTTOM PONDING ELEVATION BIO AREA = 763 00 6" PONDING DEPTH E L E V 7034 IT -- A1 � t+l-=�I • =III -1 ' -I I i I=' 15" ADS --N112) 1= �i I P III OVERFLOW '.11-7 =1 RISER I` II I t III o BOTTOM OF MULCH -1 _ I AND TOP OF 3.. HARDWOOD MULCH LAYER I \--PLANTING S IL MIXTURE PLANTING; SOIL 11 �`� I I MIX TORE -I FILTER I-- ELEV: 762 ; �, I FAQRIC III =1 ELEV.= 758.75 1= _ f � .,• SII SAND 15" ADS --N12 PVC PERFORATED UNDERDRAIN OUTFALL NOTE: ALL HERBACIOUS PLANTS ARE CALLED OUT BY THIS LINETYPE BIORETENTION AREA CROSS SECTION NT C/� r T Z n�I TRACT B o Z � W = ` o L.L; ZONINGjow 0 OFF-STREET PA�jb� 4 t, EXISTING ZONING: - RS -9 PROPOSED USE(S) RESIDENTIAL RX, MULTIFANIL 0 [� PROPOSED ZONING: -SBS PARKING CALCULATIONS: SEE CALLS BELOW TYPE OF REVIEW REQUESTED: 4 W to Cc?.PRELIMINARY SITE PLAN REQUIRED PARKING: .z ._,_.SPACES V w r PARKING PROVIDED: 435 SPACES <00 "'� J ti Z , SITE SIZE AND COVERAGE OFF--S71REET LOADIS •��' REQUIRED NG/UNL SPACES: TOTAL ACREAGE: 23,35 ACRE(S) SITE COVERAGES: LOADING /U ING S PROVIDED: BUILDING TO LAND 13.28 X PAVEMENT TO LAND. 19-46 X :._FT. X ._.,_._..FT. OPEN SPACE 67.26 x BUTFMYAARDS TOTAL 100 x ADJOINING ZONING: RESIDENTIAL Z TYPE REQUIRED: E 11O BUILDING SQUARE FOOTAGE: 7 9SQ.FT. WIDTH REQUIRED: 30 BUILDING HEIGHT: 2 do 3 STORY FENCE OPTION: YES._X_ NO Q DENSITY CALCULATIONS O INFRAS UC_ NUMBER OF UNITS/LOTS:220 UNI TSAOTS -1 WATER* X PUBLIC PRIVATE• 9 Al C� (0 a)0 � �z� 2 W 4J C 0 Z a 00 9(x O or 1 = U��r�r Go x � 0 0 N Z ca DENSITY._UNITS/ACRE OR LOTS/ACRE SEWER: _._X_._.PUBUC PRIVATE REC. AREA REQ*0:100 SF/UNIT OR 0.55 ACRES �QN QST STREETS:.PUBLIC _ X PRIVATE REC. AREA PROVIDED: 29.916 SF 0.69 AC G� T �► � �C \L r p PROPERTY INFORMATION O Q� BEING PORTION OF TAX LOT 410, PORTION OF 41E. do ALL OF 388. TAX BLOCK 4233 TAX MAP Ssaa34 p ,J1 0 TRACT "B" r BUILDING CHART ¢wm BUILDING TYPE BUILDING DIMENSIONS NO. STORIES > A 96'X54' 3 y 8 104' X 54' 3 C 93' X 74' 2 D 97 x 76' 2 BEFORE 1'() ) C)i(;! E 106' X 80' 2 � ('ONTACT ONE-C'AIIA, (`ENTER 1-800-6324949 PARKING INFORMATION (TRACT B ,•• Pk CARO '. .`` '•t FF,SS/0 ••'••.,4 .. SEAL .0. 024442 d - �� �, r• A ` • •••�G i N�-�; ,,�C�,y ,,,,,,,,,,,,, GO ��• t3 WAS •�`�� TOTAL SPACESsz 43 (NOT INCLUDING ARKING GARAGES) SLOG A = 1.50 SPACES/UNIT = 24 x 1.50 = 36 •J BLDG C 1.75 SPACES/UNIT - 64 x 1.75 112 _ _ _ BLDG D 1.75 SPACES/UNIT 48 x 1.75 84 BLDG E = 2.00 SPACES/UNIT = 48 x 2.00 = 96 CLUBHOUSE = 1.00 SPACES/200 SF = 3321.87/200 = 17 # DATE ISSUED FOR -POOL = 1.00 SPACE/100 SF = 1235.82/100 = 13 TOTAL PARKING SPACES REQUIRED = 412 4 CAR GARAGES - 5 x 4 SPACES = 20 SPACES R ..� BUILDING SUMMARY (TRACT B BLDG TYPE BUILDINGS UNITS/BLDG TOTAL UNITS A 3 12 1 36 PROJECT NO. E-467 B 2 12 24 N DATE: JUNE 26, 2007 C 8 s 6 4 SCALE: 1 "=20' D 6 8 48 E ` �� D WG. 8 Y: 8 SD TOTAL 25 220 CHK. BY: MBW 20 •� w BIO-RETENPYION CELL #17 E ... � Qr. ""�- J :J 0 a7. NO V, W ! 0 6- inKINNAMON RD As f r •.y. � U VICINITY MAP TRACT A r �' EE>_.PNR� Zeit PROPOSED USE(S): tIURSERY. LA�y, & G _Y STORE' RANKING AM IAL SERVICES_ EXISTING ZONING: HS -9 HEEALIM SERV_ 11EMCAL OR CENTAL PROPOSED ZONING: LABORAtoRY-. �1�ED1C„AL AND SUROG& OFFlICE TYPE OF REVIEW REQUESTED: OMCES. MI�SC .PROFESSIONAL OF MS: SERVICES. BUSINESS SERVICES. PREUMINARY SITE PLAN A: BUSINESS„a! SER)dGM 6UlT DAY CARE HC)11L AWLT DAY CARE,, ` i•••a a ; f 1 u C'` j CI "' 1 �.,� I r) M} I INSTITUTION, NEIGHBORHOOD: SCHOOL- PRIYA AND SCHOOLPUBLIC , PARKING CALCULATIONS: NlA ' ur-1 f - ._._._ r.I REQUIRED PARKING: SPACES N A z Cr' PARKING PROVIDED: SPACES SITE SIZE AND COVERAGE OFF-STREET LOADING�- REOUIRED LOADING/UNLOADING SPACES: TOTAL ACREAGE: 0.88 ACRE(S) N A LOADING/UNLOADIN Nj ASPACES PROVIDED: SITE COVERAGES: BUILDING TO LANG X SIZE.,NTFT. X NIA FT. PAVEMENT TO LAND X �-++•T••• r••-� • OPEN SPACE x V owho, BU FFER XARDS TOTAL N/A ADJOINING ZONING: STREET WWI BUILDING SQUARE FOOTAGE: -.N,/A SQ.FT. TYPE REQUIRED: -_NONE WDTH REQUIRED: 10 Ln w BUILDING HEIGHT: N/A FENCE OPTION: YES.._X_ NO C� a INFRASTRUCTURE DE NSIIX CALCULATIONS WATER:,`X_,._ PUBLIC PRIVATE NUMBER OF UNI TS/LOTS: N A UNITS OTS WE SER: PUBLIC PRIVATE DENSITY: N A UNITS R ACR UNITS/ACRE LOTS/ACRE E STREETS:_._ X_ PUBLIC PRIVATE W PSOPERIX INFORIMA719H BEING PORTION OF TAX LOT 41D & POTION OF 41 E. TAX BLOCK 4233 TAX MAP 588834 __- C/� r T Z n�I TRACT B o Z � W = ` o L.L; ZONINGjow 0 OFF-STREET PA�jb� 4 t, EXISTING ZONING: - RS -9 PROPOSED USE(S) RESIDENTIAL RX, MULTIFANIL 0 [� PROPOSED ZONING: -SBS PARKING CALCULATIONS: SEE CALLS BELOW TYPE OF REVIEW REQUESTED: 4 W to Cc?.PRELIMINARY SITE PLAN REQUIRED PARKING: .z ._,_.SPACES V w r PARKING PROVIDED: 435 SPACES <00 "'� J ti Z , SITE SIZE AND COVERAGE OFF--S71REET LOADIS •��' REQUIRED NG/UNL SPACES: TOTAL ACREAGE: 23,35 ACRE(S) SITE COVERAGES: LOADING /U ING S PROVIDED: BUILDING TO LAND 13.28 X PAVEMENT TO LAND. 19-46 X :._FT. X ._.,_._..FT. OPEN SPACE 67.26 x BUTFMYAARDS TOTAL 100 x ADJOINING ZONING: RESIDENTIAL Z TYPE REQUIRED: E 11O BUILDING SQUARE FOOTAGE: 7 9SQ.FT. WIDTH REQUIRED: 30 BUILDING HEIGHT: 2 do 3 STORY FENCE OPTION: YES._X_ NO Q DENSITY CALCULATIONS O INFRAS UC_ NUMBER OF UNITS/LOTS:220 UNI TSAOTS -1 WATER* X PUBLIC PRIVATE• 9 Al C� (0 a)0 � �z� 2 W 4J C 0 Z a 00 9(x O or 1 = U��r�r Go x � 0 0 N Z ca DENSITY._UNITS/ACRE OR LOTS/ACRE SEWER: _._X_._.PUBUC PRIVATE REC. AREA REQ*0:100 SF/UNIT OR 0.55 ACRES �QN QST STREETS:.PUBLIC _ X PRIVATE REC. AREA PROVIDED: 29.916 SF 0.69 AC G� T �► � �C \L r p PROPERTY INFORMATION O Q� BEING PORTION OF TAX LOT 410, PORTION OF 41E. do ALL OF 388. TAX BLOCK 4233 TAX MAP Ssaa34 p ,J1 0 TRACT "B" r BUILDING CHART ¢wm BUILDING TYPE BUILDING DIMENSIONS NO. STORIES > A 96'X54' 3 y 8 104' X 54' 3 C 93' X 74' 2 D 97 x 76' 2 BEFORE 1'() ) C)i(;! E 106' X 80' 2 � ('ONTACT ONE-C'AIIA, (`ENTER 1-800-6324949 PARKING INFORMATION (TRACT B ,•• Pk CARO '. .`` '•t FF,SS/0 ••'••.,4 .. SEAL .0. 024442 d - �� �, r• A ` • •••�G i N�-�; ,,�C�,y ,,,,,,,,,,,,, GO ��• t3 WAS •�`�� TOTAL SPACESsz 43 (NOT INCLUDING ARKING GARAGES) SLOG A = 1.50 SPACES/UNIT = 24 x 1.50 = 36 BLDG B = 1.50 SPACES/UNIT = 36 x 1.50 54 BLDG C 1.75 SPACES/UNIT - 64 x 1.75 112 _ _ _ BLDG D 1.75 SPACES/UNIT 48 x 1.75 84 BLDG E = 2.00 SPACES/UNIT = 48 x 2.00 = 96 CLUBHOUSE = 1.00 SPACES/200 SF = 3321.87/200 = 17 # DATE ISSUED FOR -POOL = 1.00 SPACE/100 SF = 1235.82/100 = 13 TOTAL PARKING SPACES REQUIRED = 412 4 CAR GARAGES - 5 x 4 SPACES = 20 SPACES 3 CAR GARAGES - 1 x 3 SPACES = 3 SPACES BUILDING SUMMARY (TRACT B BLDG TYPE BUILDINGS UNITS/BLDG TOTAL UNITS A 3 12 1 36 PROJECT NO. E-467 B 2 12 24 N DATE: JUNE 26, 2007 C 8 s 6 4 SCALE: 1 "=20' D 6 8 48 E 6 8 48 D WG. 8 Y: 8 SD TOTAL 25 220 CHK. 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