Loading...
HomeMy WebLinkAbout00-17P_FINAL DEVELOPMENT PLANS PARCEL T G.D. ZONE SOUTH WINDSOR NORTHERN HILLS II PARCEL T_BUCKLAND ROADFINAL DEVELOPMENT PLANS PARCEL T DEVELOPED BY: NORTHERN HILLS LLC 1109 ROSE LANE VIRGINIA BEACH, VA. 23451 TEL. NO. 804-422-5566 rGSS & 114C. Cons sting Engineers 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 1100 (860) 646-2469 NO CERTIFICATION IS EXPRESSED OR IMPLIED UNLESS THIS PLAN BEARS THE SIGNATURE AND LIVE SEAL OF THE UNDERSIGNED. JAY J. GILES P.E. SOUTH WINDSOR PLkNIMING DEP LICENSE NO. 8939 _-..�.�.....vav`reY.K`�Tti4 �i'i �:.`k�.: <..,:: 7. tiY.• �ti lY�i.v'Ai� .� _ l i R ab'•�q. TOWN OF AUTHOR...Mx k ,R1 G.D. ZONE SOUTH WINDSOR NORTHERN HILLS II PARCEL T SOUTH WINDSOR, CO.NNE,,CTICUT a ; No. 8939 �r-'kfQrartw�° t,4�a s Z4/410 1PROJECT I W,,llDS oR ` ARGET �o f MA�C�ESTER LOWS S w f� /-- 'yACF EXIT 63 Ni PLEAS PROAO THE PAVILIONS ORIVi; HOME D- �-j g VA�-� AT DEPOT BUCKLAND HILLS 8 MALL Y CROSSROADS �,S PLA�(� WAL—MART BUCKLAND WHOLESALE HILLS CLUB N PAVILIONS DRIVE EXIT e LOCATION MAP SCALE: 1 "=1000' (APPROXIMATE) 0 J I SHEET INDEX SHEET N0. TITLE 1 TITLE SHEET 2 KEY MAP 3 PLOT PLAN 4 PLOT PLAN LATEST DATE REVISION MAY 18, 2000 MAY 182 2000 JUNE 26, 2000 JUNE 262 2000 5 TOPOGRAPHIC MAP JUNE 262 2000 6 CONSERVATION PLAN 7 EROSION CONTROL DETAILS 8 LANDSCAPE PLAN 9 D ETAI LS JUNE 26, 2000 JUNE 262 2000 JUNE 26, 2000 MAY 18, 2000 10 DETAILS MAY 18, 2000 11 DETAILS APRIL 20, 2000 12 DETAILS APRIL 20, 2000 13 DETAILS APRIL 20, 2000 14 DRAINAGE AREA MAP 15 LIGHTING PLAN JUNE 261 2000 APRIL 20, 2000 FILENAME: J:\DWG\P96\96481\A10\947\96481COV.DWG ' R IC> a , , , , , , , , , t , , , , , , G wkkl 'I'vs RIC, //vc. LOT NO. 2 AREA=5.76 AC. k 1* 0 0 z LOT N0. IN /V W l<<l�M J •--... KR'�Wsr�, "Alm CJ TA R G E T ; ,� '`��'''��,`'`�'''��.'� ;'' MODIFIED P97—LL ' ' ; ,:• i i �� LOT N0. 3 127,450 S.F. AREA=12.89 AC. F.F.=236.00 LOT NO. 4 NiF J N n AREA=.n1 Ar. IM,aA all t N LOT NO. 1 �2 AREA=14" 1 AC % `� \ ♦• + ; y t`;;4 k \\`_ ♦♦♦♦` ` _ 7-- ----zVe—mmamr — -- ♦♦♦ ul 0 tz SOUTH WINDSOR MANCHESTER t � J Lm --.>;---I LOT N0.4 PROPOSED RETAIL ---------------------------- - •t•� g;N -_ I� J----,.._ _ N/F TOWN OF MANCHESTER , N/F MANCHESTER 1-84 ASSOCIATES LIMITED PARTNERSHIP F N/F THE MALL AT BUCKLAND HII,I S [AB„ �_ ..� ��_�_ BUCKLAND HILLS DRIVE N/F POPC ('—Pill E Q,, RAP ZONING DATA GD ZONE SOUTH WINDSOR REQUIRED PROPOSED MINIMUM LOT AREA 3 AC 3.01 AC MINIMUM LOT FRONTAGE 200 FT (1) MINIMUM LOT DEPTH 200 FT 350 FT MINIMUM FRONT YARD (2) 25 FT MINIMUM REAR YARD 10 FT 250 FT MINIMUM SIDE YARD 25 FT 27 FT MAXIMUM STORIES 2 STY 1 STY MAXIMUM HEIGHT 30 FT 26 FT MAXIMUM IMPERIOUS COVERAGE 60 % (3) 53.7 %(4) APPLICANT NORTHERN HILLS, LLC 1109 ROSE LANE VIRGINIA BEACH, VA 23451 TEL. NO. (804)422-5566 PROJ. MANAGER: 00 N CHIEF DESIGNER: N o REVIEWED BY :2 a- SURVEY a SITE STRUCTURAL W m� It 0 1 �� .� U rn REVISION DATE: w 5 18 00 A a A62600 JA w .. DATUM: H: V: _j SCALE: 1 = 100 (1) 2 FT IN MANCHESTER WHERE THE REQUIREMENT IS ANYTHING GREATER THAN 0 F. (2) 65 FT IF FACING BUCKLAND ROAD. THE PROPOSED BUILDINGS ARE A MINIMUM OF 890 FT FROM BUCKLAND ROAD. THEY ARE SET BACK FROM BUCKLAND HILLS DRIVE IN MANCHESTER BY A MINIMUM OF 37 FT WHERE THE REQUIREMENT IS 25 FT. (3) 5% BONUS (5% CONSOLIDATED PARCELS PERMITTED BY ZONING REGULATION 5.8.5 a = 65% ALLOWED) (4) 19.22 AC OF IMPERVIOUS AREA ON 35.77 AC TOTAL DEVELOPMENT AREA FOR LOTS NO. 1, 2, 3, AND 4 19.22/35.77 = 53.7% NOT RELEASED FOR CONSTRUCTION FUSS & OTQM . M corresecdmw Erwimers DATE O 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 (860) 646-2469 NORTHERN HILLS, LLC Isle � vAAD FINAL DEVELOPMENT PLAN PARCEL T BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT JOB NUMBER PHASE DATE SHEET NO. 2 96-481A10 947 4/20/00 �..., V-_---7 17 \ 6�0', MATCH LINE SEE SHEET NO *1 1 4 I � LOT N 0. 3 TARGET T, g3.6 1. P . I O10 i° I rni 0 a 1 � 0 I -010 L P- th I I 10 ' Bo L� I f DP d. C B I I Fz- 8 B0 HR ❑LOT NO. 3 I END WALL I 1 0.84 20 14 99 T4. ---____� -__ TARGET LOT N0. 4 PARCEL TWI 0 H 2' R TYP � z I z a� 3.01 ACRES/130,993 S.F. N LOT N 0. 1 I =,) N IN SOUTH WINDSOR 1 PROPOSED ww .� . z LOWE'S I �IqP- LP PROPOSED o I z RETAIL H� o� ^� �, �I ,z JI114-M 10 �vw T- z° �0 BETA L m I °°I �WS ° �0 6 aaa S� E� �, I i�Lli 69 aaa S` F` 00 co CONCRETE CURBED ISLAND o ° ,I 1� I .. a N 71 15 10 E 10. 0 I S18°46'45" 1 I � 105 BUCKLAND ° 78' I 95 BUCKLAND 10 84 17.16' 17 90' 17' 29' 1 P R OJ EC LIMIT LJ.Pd I HILLS DRIVE HILLS DRIVE i �N 1015'10" 1 8 `� 25' BUILDING LINE — — — — — — — — a. I.P I.P. � ti��� 24.04' I.P. ---- —` LP — — — --- -- -- — N 18°4 'S0" W �P'2g o0 0o LP 2 .80 LP 20 PYLON SIGN N 56 3 �2' �.'��BIT CON RETE CUR , 1.P` 18 TOWN LINE SOUTH WINDSOR S71°15'10"W 54 .77 _ __ TOWN LINE -- - _-- __-- __-- -- ---- ---- ---- ---- -- -- -- -- ---- ---- -- -- -- -- ---- __-- _ -- __-- __-- __-- __-- __-- __-- __---�-- -- -- -- -- r--- --- -- -- --- _ -- _-- - --- __ - MANCHESTER 181' LOT NO. 10 N/F MANCHESTER 1-84 ASSOCIATES _ - -�� (1.00 STRIP IN MANCHESTER) N/F THE MALL AT BUCKLAND HILLS PARTNERSHIP ® low �- s ...-.�.--- IIIII IIIII IIIII III IIIIII gloom _ __.._-_ _ BIKEWAY -- -- ---�-.------ - ------ -- -® -- -- r r — s -P �-- r� ------------- t BUC -KLAN D ELLS i— II ow(/ wV vy vv_ -- r -- ---------- -- -- -- - LEGEND - PARKING DATA ® RI-1 24"X24" STOP SIGN DOT NO. 31001 LP LIGHT POLE APPLICANT 4.5 PARKING SPACES PER 1000 S.F. REQUIRED — 111109HERN ROSEHILLSLANE LLc SIB 12 WIDE WHITE STOP BAR CS CONCRETE SIDEWALK VIRGINIA BEACH, VA 23451 H R HANDICAP RAMP CW PEDESTRIAN CROSSWALK, 12" WIDE WHITE LINE TEL. NO. (804)422-5566 C-7 MA nl/IA It-% C'`n A! I-f- nn/1%ll P'1f t1 e�P'1Anrr% AT Art % /1 r-An i r-mmr\ lvu �rH�,�J I-muv►utu INS PRECAST CONC. WHEEL STOP �rHt,tu H I I �5 LL_LAK DP 10'X10' CONC. DUMPSTER PAD AND I.P. IRON PINS TO BE SET AT ALL PROPERTY CORNERS WALL/SOLID FENCE AND GATE ENCLOSURE (USE RAILROAD SPIKE IN PAVEMENT, SET FLUSH) NOT RELEASED FOR CONSTRUCTION PROJ. MANAGER: o CHIEF DESIGNER: FUG & OT4EII.1. M Consuiti g Engineers i o REVIEWED BY DATE cn - 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 1. THIS MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE 5E n- SURVEY (860) 646-2469 TO NI Y KNOYYLEDGE AND BELIEF, THIS MAP IS SU BS G,gp�L1 (iF� r %�' •• CORRECT AS NOTE HEREON b l� e`Ga- AGENCIES SECTIONS 20-300b-1 THROUGH 20-3OOb-20 AND THE "STANDARDS FOR Q' SITE #�ac �� F �,t� SURVEYS AND MAPS IN THE STATE OF CONNECTICUT' AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. STRUCTURAL 9 ° e ; G THIS TYPE OF SURVEY IS A PROPERTY SURVEY; NORTHERN HILLS LLC THE BOUNDARY DETERMINATION CATEGORY IS A "DEPENDENT RESURVEY"; H � 12°?� ,a ���c CLASS OF ACCURACY IS A-2 (HORIZONTAL ACCURACY) m 0 LAWRENCE R. GEISSLER, JR. L.S. NO ' Uj PLOT PLAN U "o �- REVISION DATE: THIS MAP IS NOT VALID WITHOUT AN ORIGINAL SIGNATURE 0)FINAL DEVELOPMENT PLAN PARCEL T AND EMBOSSED SEAL OF THE LICENSED LAND SURVEYOR w 0 5/18/00 A 0 WHOSE NAME AND REGISTRATION NUMBER APPEARS ABOVE. 6/26 /00 0 0 BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT 7 � � IMI � SCA E: H 1 = 20' JC96 4811A10 I PHASE 4/20/00 I SHEET NO. 3 MASONARY WALL TO SCREEN DUMPSTER, SEE ARCHITECTURAL PLAN, Lo I.P. 1 1 +46.96 � —\ N 71°1 ■ ® ENO � HR 3�� SB CB OJT d LP 13.2' RI-19. 11 PROPERTY LINE 12+0 1 7-� JI lis `' Fd- "S .• "0, 378.60 1:3+0 25' BUILDING LINE_ WOOD RAILING /-- RETAINING WALL LP 14+0 1640 SULLIVAN AVENUE * SOUTH IN SOA4.;IN N. 08074 AREA / so. -co \ May 12, 2000 Certified #P462498092 \ / Fuss & O Neil, Inc. \ Attn: Jay Giles 146 Hartford Road Manchester, CT 06040 RE: Appl. #00-17P, Northern Hills LLC, easterly side of Buckland Roa Buckland Road Gateway zone To Whom It May Concern: At the May 3, 2000 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application 4100-17P - Northern Hills LLC/Parcel T. Conservation application for the construction of two 6,000 sq. ft. buildings including erosion and stormwater controls and structures on the easterly side of Buckland Road, Buckland Gateway zone (Assessor's map # 18, parcel 6). This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This \ must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. V3. The permit is valid for five years and shall expire on May 4, 2005. It is the landowner(s)/applicant(s) responsibility to track expiration 1 dates and notify the Commission of a renewal request at least 65 days prior to expiration. Northern Hills LLC May ' 2000 Page 2 I4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. 6. Maintenance plan outlined for Lowes and Target shall be required for this site also. 7. We recommend a bond in the amount of $5,000 be submitted to the Planning & Zoning Commission to ensure compliance with the erosion and sedimentation control measures. 8. All catch basins are to have traphoods and 4' sumps. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVAT!ON COMMISSION Elizabeth Warren, Chairperson EW:dr cc: Chief Building Official \ I Totvn Engineer / Northern Hills, LLC I.P. r 5 /'t72U12 C7!' V��vcurF/vU{H}UtNCl/ \ `♦ \ , +* tsa0 $�t j,l,tyfiFt AVENUr/ ApDSCR, COUN. ceo- ♦ \ / e June2,2000 ♦ Mr. John Finguerra Notthcm Hills LLC `♦ 1109 Rose Lane // Vlrg nfaBeach, VA 23451 \ ♦ eCERTIFIED MAIL \ \ \ ♦e / car \$. Fingueira: \ ¢: Appl tJ00.17P, Northern Fulls LLC Lot 4 Site Plan ♦ ♦ e We am pleased to advise you that the Planning & Zoning Commission voted on May 23, 2000 to rove with \ �� modifications the above referenced application for a Site Plan of Develo \ e ♦ / pmenr. Thus approval is for the construction of two 6,000 sq. A. buildings on property located at northerly side of / �uckland Hills Rd, and Easterly of BucklandRd., Buckland Gateway zone as shown o prepared by Fuss \ ♦ e & 0 Nall, lob Flo, 96.481A10, dated 4/20/00 as revised. This approval is subject the ollowiug. modific - - \ 1. Privr t co cement of uny slue work, a meeting must be held wi own Staff. 2. No buildi \ / n8 Permit will be i sup ed until the final ylars have rn filed in the Town Clerk's office. / 3. This application is subject to the conditio s of roust of the inland Wetlands A.gencylConservation Commission, including a bond in the amount of S ,000. — �An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of oning Regulations. — - / S. Footing drains are required if tho building has abasement. 6. Landscape bond in the amount of S10,000 is required and must be submitted ' r to filing of mylm. / 7. 4ll plans used in the field by the developer must bear the sta�tp and auth Zed si ¢nature of the Tourt of / South Wmdsor. 8. 1vPCA approval is required. / i 9. If a State Traffic Commission certificate is required,Zildingrmits will be issued until tho certificate has been issued (per CGS §14-311). / 10.Tbebuilding strmnumber must benotedon fralplans. I I. Undniplantings must be added to the p tot landscaped Island, subject to review by the Director of / Planning. / 12. Applicant must return to Architecture D hgn Review Committee for review offinal sign design. 13, Rttatning i..-I-I must b_ .•_ _ _ •whits li f9Ce masotuy v / • ..- °cmcea p veneer aystc» is not used. / Black and white transparent mylars ofSh is 03 & 4 with the above modifications, togetbery ith three blueprint copies oflhe entire act ofplans must be bmitted to this Commission within 30 days to be stamped and aigncd. //#/ Tine letters ofapproval ofthis Commitssi n as well as the Inland wetlands Agency/Conservation Commiaslonmustbe reproduced on the mylan. After the mylars have been signed by a Conmiission, th will be returned to•ou for Town Clerk. After filing these plans a copy of t IO receipt must be submitted to the Plaitss Deppeartrtmeentoft1;nSincerely,lvalterJ. Mealy, ChairmanPlatuitittg end Zoning Commmissal nNVAVdlwen: To-AmR rig,".. _ Assessor SUPfire entofPollttiouContmt Fire Mtu{ohal N 0. 1 LOWE S e / ,V- /i �'', \ \ / / / I.P. 89 d 0)I00-) I `\ 000 N (_X "t XA/17-71 A N I I-1 ` I I rI i� I I V V C I L_/'i I V V 0. 1 LOW S I.P. LOT NO. 4 PARCEL T 3.01 ACRES/130,993 S.F. IN SOUTH WINDSOR I.P. \F. LOT e � I.P. � 1 / \ i /y' I � ' I / I 1 Iz i elm i �e 1� I i I I 1 I I I � 1 I I I1 I I � \ I 1 I I I , 1 I ' I1 \ \ nAATr`I-I I IMF- CF-F CWF-F-T NIn 7 I [Vim 1 U I I IL I I V L_ `J L_ TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBS7TPT CORRECT AS NOTE HEREON ®00 �r �� R• e£/s � . 12Z27 LAWRENCE R. GEISSLER, JR. L.S:--L\! 1c 76 Nst SURJ� THIS MAP IS NOT VALID WITHOUT AN ORIGINAL SIGNATURE ,©e:.,E6�a4a AND EMBOSSED SEAL OF THE LICENSED LAND SURVEYOR WHOSE NAME AND REGISTRATION NUMBER APPEARS ABOVE. 1. THIS MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O-300b-20 AND THE "STANDARDS FOR CI IP\/FYq ANSI AAAPq IN THE gTATE nF r,.nMMF•f;Tl(I IT" Aq AnOPTfm RY TNF h;f1NNFf`TIC I IT i ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER �?6, 1996. c THIS TYPE OF SURVEY IS A PROPERTY SURVEY; P• THE BOUNDARY DETERMINATION CATEGORY IS A "DEPENDENT RESURVEY"; CLASS OF ACCURACY IS A-2 (HORIZONTAL ACCURACY) I LOT N 0. 3 TARGET APPLICANT NORTHERN HILLS, LLC 1109 ROSE LANE VIRGINIA BEACH, VA 23451 TEL. NO. (804)422-5566 PROJ. MANAGER:_ oo CHIEF DESIGNER: CN (1 o REVIEWED BY �- SURVEY n SITE !^Tnl t/1T1 In ♦ 1 I IJ I KUI. I UK AL I w M cn d U REVISION DATE: rn 5/ 18/00 A l;.j Q w DATUM: H: =i "A A - 1 Lt_IJ� JI.ALr t = NnT RELEASED FnR rnNCTRIIrTlnni FUSS di�LL INC. Conmatireg Engineers DATE O 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 3 (860) 646-2469 NORTHERN HILLS LLC PLOT PLAN FINAL DEVELOPMENT PLAN PARCEL T Z6 BUCKLAND ROAD SOUTH WINDSOR, CONNECT V: JOB NUMBER PHASE DICUT ATE SHEET NO. 4 1 A1n CIAi A /On Inn 1 U U_rO I M I U 1 T/ 1 -r/ ,r-U/ V V 1 - \\Alr-fs2\SYS\DWG\P96\96481\A10\947\96481BS.dwg Mon Jun 26 11:13:27 2000 JEFF J. r r r I � +222.2 25' BUILDIN SETBACK LI E N W�i r AL .rr•.-.rH '. .` A.. .d.,...,�:• '• r. aa...o.z t:4 r. � ii•..� •. • • s � ;,�? ,..srs� .>- .sic;' .s...;: .<t .,,.+,:. i • • a o. 229.5� � x`L�` +234.2 2\2 .3 • 1 NO +234.2 +2)4.5 +wry °� o ° ,,,, .---• -- �—'—.rY• 2�4. —I�� \ o 218.7218.2 22 3X I I ! °TF 222.5TW22 0 a �VI / e. � (� W °�,o. ER < ON CONTROL MAT a ' flo SILT F 14Qo-CE � `� I �'— I N ( �� �V' +235.5 PROPOS D °e �I 224.3 ° ROP SED , 2�� I , 0 j I p ( p c .� : I > I I RETAIL 8.36 I �� ETAI� ; ; n 1 ` 218.05X 218.4X 223.2X X223.4 e I I I^ + 2 3 5.5 I n ;� N � e a a 6, O o . F. 6,000 F. X 8.36 I. IIm / III I ti1 C C ��� rl F.F.-2 9.00 a x 4 a I . I .� � .J . l'�Voc cc m I TF 217.8 e..� PR & LIMIT , °.� Zia �� �� �� + I ��� a 9s Z°� 7. - — — — — — — — — — — — — -- — �' — - -I \ 5' B IL D G SETB CK INE 2 X�+—°X 225. I 25' BUIL m ® , I-P i . LP X---- I CIO , y0 ;y � � j 'ul I PYL N SIGN t 1 +2 7.2 •1 2 3x a 225 i I X 218.3 ' `� Qe _. TF 051moms 0 � BI WAY _ C, r / may,,. +,• i % i' lJ � / t I it /`' / / % % � t / ' I% J !�� /, ' / I '` it + ; ;' I i / ( l i � , r ` S 1 , B`�J C K UN N D ILLS DRIVE N1, .............. .......... 1 t s w -. i �"it—_.••._r—. _. —ter.---.�......---__--_ _— _ _'—•- — — — ^ f _ f NORTHERN HILLS, LLC - y APPLICANT _ -" - --- --- r' 1109 ROSE LANE VIRIiIIVIA tStHl.1'1, VFi LJ9-J I TEL. N0. (804)422-5566 M A� RELEASED FOR CONSTRUCTION PROJ. MANAGER: CHIEF DESIGNER: � 1171r7 INC.• Cons) atft g Em insem N o REVIEWED BY DATE V) J 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 °- SURVEY (860) 646-2469 ^ ZITfr STRUCTURAL NORTHERN HILLS, LLC w CONSERVATION PLAN cocn d.. U REVISION DATE:cn FINAL DEVELOPMENT PLAN w z 0 5 18 00 Q o 0 s 26 00 0 A BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT z nAT11AA• W• v JC)A NUMRFR PHASE DATE_ .. W .. y�11 Vlrl• 11. Y �- e. �•••—�.• .�— SCALE: 1= 20 96-481 A10 ( 94..7 I 4/20/OQ I S H E E 1 N U. b I CJ 4' + 4" TOPSOIL SECTION TOP OF SLOPE EROSION CONTROL MAT BY NORTH AMERICAN GREEN, TYPE SC150. ON 2:1 SLOPE END MAT AT /—TOE OF SLOPE EROSION CONTROL MATS F CAT PLAN NOTES: MATS SHALL BE STAPLED TO SLOPE, REFER TO MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DETAILS OF STAPLING PATTERN. SOIL TO HOLD FABRIC EXISTING GRADE METAL GRATE =1LTER FABRIC FILTER FABRIC PROTECTION FOR CATCH BASINS SITE ENTRANCE DRIVE - A RAILROAD TIE ANTI -TRACKING SYSTEM 26' MIN. G'i 2 1/2" BITUMINOUS CONCRETE CLASS I WITH 2" LIP TOTAL LENGTH = 50'-0" '(TYP.) 3"-4" (6"X8" X 8'-6") SECTION A - A 50' 20' EDGE OF PAVEMENT EROSION MAT DOWN SLOPE TER FABRIC Fes_ BALES TO BE BUTTED TOGETHER EXIST. GRADE OR - PAVEMENT (DO NOT STAKE ITV PAVEMEN I) FLOW .- TRENCH CUT_ 6" TO 8" DEEP 6" TO 8" WIDE FII TFR FABRIC FOLD FABRIC UP SLOPE ro; FILTER FABRIC OVER GRATE BALED HAY OR STRAW r FLOW WEDGE LOOSE STRAW BETWEEN BALES TO CREATE A CONTINUOUS BARRIER 2"x2"x3' LONG STAKES OR REBARS EACH BALE FINISH GRADE BURY TO A DEPTH OF 4" CATCH BASIN SECTION AT LOW POINT HAYBALES 1. SET POSTS AND EXCAVATE A 6" X 6" TRENCH, ► SET POST DOWNSI OPE, ; i 2 STAPLE THE WIPE MESH FENCING TO THE POSTS. WIRE FENCING 100° 2"X4"X5' STAKES DRIVEN INTO GRADE 12" MIN., SET 8' TO 10' APART, AND CANTED 10' INTO SLOPE 3. ATTACH FILTER FABRIC TO THE WIRE FENCING 4. BACKFILL THE TRENCH AND EXTEND IT INTO AND COMPACT THE THE TRENCH 8". k EXCAVATED SOIL. NOTES: BOTTOM OF 1. MAINTAIN ANTI -TRACKING PAVEMENT DRAINAGEWAY IN GOOD CONDITION THROUGH OUT I 3 CONSTRUCTION PERIOD. I 2. ROADWAY SHALL BE SWEPT DAILY 0 I TO REMOVE ANY MATERIAL THAT _j MAY BE TRACKED ONTO THE PAVEMENT. Li Li ELEVATION POINTS 'A' SHOULD BE HIGHER THAN POINT 'B' I�f►16y: 1. EXCAVATE A TRENCH 0'0 "2" STAKES 4" DEEP AND THE BAR EACH BALE TRENCH WIDTH OF A STRAW BALE. (WIDTH OF BALE) STRAW BALE 2. PLACE AND STAKE STRAW BALES, TWOSTAKES PER BALE.INDING WIRE OR TWINE ro 2-2"X2"X3' STAKES OR REBAR EACH BALE 3. BUTT BALES FIRMLY TOGETHER AND WEDGE LOOSE STRAW BETWEEN BALES TO CREATE A CONTINUOUS BARRIER � I O I I LL_ I I I 1 I i t 1 � � I r, t t t 11 I r r l r© Q1� Io1 Q r t❑ 1 1❑ I l l l r r r O ❑ It II r 1, I t t 1 BOTTOM OF ~� DRAINAGE WAY I I A DI A AI 1 L..l11 e SECTION 4. BACKFILL AND COMPACT THE EXCAVATED SOIL AS SHOWN ON THE UPHILL SIDE OF THE BARRIER TO PREVENT PIPING. OMPACTED BACKFILL STRAW BALE II) 11 ) II ) II 1 9 POINTS "A" SHOULD BE HIGHER IN ELEVATION THAN POINTS "B" NOTES: 1. HAY BALES SHALL BE MAINTAINED AND/OR REPLACED AS REQUIRED OR AS DIRECTED BY THE ENGINEER. 2. PLACE HAY BALES SUCH THAT TWINE OR BINDING WIRE IS PARALLEL TO THE EXISTING GROUND. HAYBALES O/ 6" (MINIMUM) BELOW GRADE OODEN STAKES DRIVEN IF 12" INTO THE GROUND :N LATERAL CROSS S AS NEEDED FII TF'P FARRI(v 1Le i FENCE SHALL CONFORM THE REQUIREMENTS SHOWN SILT FENCE DETAIL EROSION & SEDIMENT CONTROL NOTES 1. EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR TO STUMP REMOVAL AND CONSTRUCTION. GRAVEL CONSTRUCTION ENTRANCE WILL BE INSTALLED BEFORE CONSTRUCTION TRAFFIC INTO AND OUT OF PROJECT AREA BEGINS. STABILIZATION OF ALL REGRADED AND SOIL STOCKPILE AREAS WILL BE INITIATED AND MAINTAINED DURING ALL PHASES OF CONSTRUCTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND WATER CONSERVATION", 1988 OR LATEST EDITION AND TOWN REGULATIONS. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED AND UPGRADED AS REQUIRED TO ACHIEVE PROPER SEDIMENT CONTROL DURING CONSTRUCTION. 3. ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING THE CONSTRUCTION PERIOD, IF DEEMED NECESSARY BY THE OWNER OR AGENTS OF THE TOWN IN ACCORDANCE WITH THE OCTOBER 1, 1993 STATE OF CONNECTICUT GENERAL PERMIT FOR STORMWATER AND DEWATERING WASTE WATER FROM CONNECTICUT ACTIVITIES (CGS 22A-430B) TO NO ADDITIONAL COST TO OWNER. 4. SEDIMENT REMOVED FROM EROSION CONTROL STRUCTURES WILL BE DISPOSED OF IN A MANNER WHICH IS CONSISTENT WITH THE INTENT OF THIS PLAN. ALL HAYBALES OR SILT FENCE RETAINING SEDIMENT OVER 1/2 THEIR HEIGHT SHALL HAVE THE SEDIMENT REMOVED AND ALL DAMAGED EROSION CONTROLS REMOVED AND REPLACED. r,. THE C0NT0At1TnQ WIII RE ACCle'KIM1 TWP PECP0KM1P1I ITY Fl1P IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, AND NOTIFYING THE PROPER TOWN AGENCY OF ANY TRANSFER OF THIS RESPONSIBILITY. THE OWNER SHALL BE RESPONSIBLE FOR CONVEYING A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE TO THE LAND IS TRANSFERRED. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL DUST AND WIND EROSION THROUGHOUT THE LIFE OF HIS CONTRACT. DUST CONTROL SHALL INCLUDE, BUT IS NOT LIMITED TO, SPRINKLING OF WATER ON EXPOSED SOILS AND HAUL ROADS. CONTRACTOR SHALL CONTROL DUST TO PREVENT A HAZARD TO TRAFFIC ON ADJACENT ROADWAYS. 7. IF FINAL GRADING IS TO BE DELAYED FOR MORE THAN THIRTY (30) DAYS AFTER LAND DISTURBANCES CEASE, TEMPORARY VEGETATION OR MULCH SHALL BE USED TO STABILIZE SOILS. 8. HAYBALES SHALL BE USED ONLY AS A TEMPORARY MEASURE. WHERE CONTROL MEASURES WILL BE REQUIRED FOR LONGER THAN SIXTY (60) DAYS, FILTER FABRIC SHALL BE USED. 9. WHERE DEWATERING IS NECESSARY, THERE SHALL NOT BE A DISCHARGE DIRECTLY INTO WETLANDS OR WATERCOURSES. PROPER METHODS AND DEVICES SHALL BE UTILIZED TO THE EXTENT PERMITTED BY LAW, SUCH AS PUMPING WATER INTO A TEMPORARY SEDIMENTATION BASIN, PROVIDING SURGE PROTECTION AT THE INLET AND THE OUTLET OF PUMPS, FLOATING THE INTAKE OF THE PUMP, OR OTHER METHODS TO MINIMIZE AND RETAIN THE SUSPENDED SOLIDS. IF A PUMPING OPERATION IS CAUSING TURBIDITY PROBLEMS, SAID OPERATION SHALL CEASE UNTIL SUCH TIME AS FEASIBLE MEANS OF CONTROLLING TURBIDITY ARE DETERMINED AND IMPLEMENTED. THE CONTRACTOR MUST SUBMIT HIS DESIGN ALONG WITH THE LOCATIONS OF THE BASIN TO THE TOWN PRIOR TO CONSTRUCTION. 10. INSPECTION. A CERTIFIED SOIL SCIENTIST OR LICENSED PROFESSIONAL ENGINEER SHALL INSPECT ALL DISTURBED AREAS OF THE CONSTRUCTION ACTIVITY THAT HAVE NOT BEEN FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES, AND LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE AT LEAST ONCE EVERY WEEK AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 1.0 INCH OR GREATER. INSPECTION REPORTS SHALL BE SUBMITTED TO THE OWNER WEEKLY AND TO THE PLANNING & ZONING COMMISSION MONTHLY. WHERE SITES HAVE BEEN FINALLY STABII 17FD; SUCH INSPECTION SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH FOR THREE MONTHS. ANY REPAIRS OR DEFICIENCIES FOUND SHALL BE ADDRESSED IMMEDIATELY. 11. THE CONTACT PERSON FOR COMPLIANCE WITH THE EROSION CONTROL PLAN SHALL BE JAY GILES, P.E., OF FUSS & O'NEILL, INC. 12. SEE LANDSCAPE PLAN FOR SEED MIXTURE PLACED ON 4" MIN. TOPSOIL. SITE DESCRIPTION SILT FENCE AT CATCH BASINS THE CONSTRUCTION OF APPROXIMATELY 12,000 SF OF BUILDINGS WITH REQUIRED ENTRANCE DRIVE, PARKING LOT, DRAINAGE, DETENTION BASINS(BY OTHERS), WATER, SEWER, GAS, POWER, LANDSCAPING, EROSION CONTROL AND MISCELLANEOUS WORK TO COMPLETE THE PROJECT. AREA OF DISTURBANCE IS APPROXIMATELY 1.6 ACRES. a POST CONSTRUCTION STORMWATER MANAGEMENT EXISTING CONTROL MEASURES INCLUDE CATCH BASINS WITH TRAP HOODS & SUMPS, ENERGY DISSIPATORS, SEDIMENTATION CHAMBERS AND DEBRIS TRAPS AT DETENTION BASINS. THE OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THESE CONTROL DEVICES AND REMOVING SEDIMENT & DEBRIS FROM THEM AT A MINIMUM OF ONCE A YEAR OR AS A REQUIRED FOR UNUSUAL CIRCUMSTANCES. THESE MAINTENANCE PROCEDURES WILL BE UTILIZED TO HELP REDUCE THE TRANSMISSION OF SOLIDS FROM THE SITE. OTHER PROCEDURES INCLUDE, BUT ARE NOT LIMITED TO, SWEEPING OF PARKING AREAS AND THE PROPER USE OF FERTILIZERS. ALL DISTURBED AREAS WILL BE STABILIZED WITH GRASS, LANDSCAPING OR PAVEMENT. AS A RESULT, THE PROPOSED VEGETATIVE COVER AND PAVEMENT SHOULD BE SUFFICIENT TO CONTROL EROSION & SEDIMENTATION, IF PROPERLY MAINTAINED. PLAN PLAN NOT RELEASED FOR CONSTRUCTION SILT FENCE PROJ. MANAGER: GBM ANTI -TRACKING APRON CHIEF DESIGNER: GBM C � - ers � Mi o�acsstlmw � oREVIEWED BY DATE a 146 HARTFORD ROAD, MANCHESTER> CONNECTICUT 06040 d SURVEY (860) 646-2469 � n SITE STRUCTURAL NORTHERN HILLS II Fpngi N C.nN]TRoi nFTAII q � I] `♦V V1 VI e V Ve evr. ram e e>..,v 00 0 FINAL DEVELOPMENT PLANS PARCEL T APPLICANT REVISION DATE: NORTHERN HILLS, LLC t.j 6/26/oo A ZL 1109 ROSE LANE Q A A A BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT VIRGINIA BEACH, VA 23451 TEL. N0. (804)422-5566 w a ao-I DATUM: H: V: JOB NUMBER PHASE DATE 96481A10 947 4/20/00 SHEET N O e 7 SCALE: NOT TO SCALE Tc 0 PROJECT LIMIT Tc 0 cw Li C k �A es, a 9zrzzl I s , d e PROPOSED RETAIL 6,000 S.F. I pt1mrv, all— - 1 i i I 1 11 Fbl i�j w \-4 ic 0010 00; �'10 t��'��►!i 25 SA_ 12" CLDIP WATER 2 TN- Am- 5 IV 3 .0W 3 CA SAN. SEWER RETAIL 62000 S.F. I mlo-zi ""'56�IWHIII J ' I I. J LP 3 FS I• MI o 0 0 5 VM 'I P P LP • 3 FS TC ® PP _ 0 QR 1 ............... _ _ �--� _ - - - - _ fir• r •.....•mow..... �► r� r r r 1 � 4 e a d. a �5 c�S PYLON IGN 6 BA y ..Novono ffj�XAY — — - -------- BUCKLAND HILLS DRIVE 3b PG T m ---- .__�--__---._�--__ -- - ---------- 0 1. �"_ _°� __.ter—__---�__ •--- __•--^__ __ __ __'o—"__ _•�— PLANT LIST CD NO. BOTANICAL NAME COMMON NAME SIZE SHADE TREES FP 1 FRAXINUS PENNA. PATMORE PATMORE SEEDLESS ASH 3-3 1 /2" CAL PB 3 PLATANUS A. BLOODGOOD BLOODGOOD LONDON PLANE 3-3 1/2" CAL TC 4 TILIA CORDATA SALEM SALEM LINDEN 3-3 1/2" CAL GT 1 2 GLEDITSIA T. SKYLINE SKYLINE HONEYLOCUST 3-3 1/2" CAL EVERGREEN TREES PS 3 PINUS STROBUS EASTERN WHITE PINE 5-6' HT TN 6 THUJA 0. NIGRA ARBORVITAE 5-6' HT FLOWERING TREES CW 3 CRATAEGUS WINTER KING WINTER KING HAWTHORN 1 1/2-2" CAL MI 2 MALUS INDIAN MAGIC INDIAN MAGIC CRABAPPLE 1 1/2-2" CAL PC 4 PYRUS C. CHANTICLEER CHANTICLEER PEAR 1 1 /2-2" CAL MS 3 MALUS SNOWDRIFT SNOWDRIFT CRABAPPLE 1 1/2-2 CAL PP 3 PRUNUS C. THUNDERCLOUD PURPLE LEAF PLUM 1 1/2-2" CAL CA 6 SHRUBS CORNUS ALBA ELEGANTISSIMA VARIEGATED DOGWOOD 2-3' HT CS 5 CORNUS SERICEA FLAVIRAMEA YELLOWTWIG DOGWOOD 2-3' HT FS 6 FORSYTHIA SUSPENSA WEEPING FORSYTHIA 2-3' HT IV 5 ILEX VERT. SPARKLEBERRY SPARKLE WINTERBERRY 2-3' HT JC 4 JUNIPERUS C. HETZII GLAUCA BLUE HETZ JUNIPER 18-24" SPD JW 5 JUNIPERUS KAIZUKA JUNIPER TORULOSA 2-3' HT PG 5 POTENTILLA F. GOLD FINGER GOLD POTENTILLA 15-18" SPD RM 5 ROSA MEIKROTAL SCARLET MEIDILAND ROSE 15-18" SPD VM 5 VIBERNUM P. T. MARIESI MARIES DOUBLE FILE VIB. 15-18" SPD BA 6 BERBERIS ATROPURPUREA RED LEAF BARBERRY 15-18" SPD EK 5 EUONYMUS SILVER KING SILVER KING EUONYMUS 15-18" SPD CD NO. BOTANICAL NAME COMMON NAME SIZE GROUNDCOVERS SA 50 SEDUM AUTUMN JOY AUTUMN JOY SEDUM QT. POT PR 100 PHLOX SUBULATA RED WINGS RED CREEPING PHLOX QT. POT PW 110 PHLOX SUB. WHITE DELIGHT WHITE CREEPING PHLOX QT. POT FINE I AWN c;FFn AAIX- KENTUCKY BLUEGRASS BLEND (3 VARIETIES MINIMUM) 50% PENNLAWN FINE FESCUE 15% CREEPING RED FESCUE 15% PENNFINE PERENNIAL RYEGRASS 15% WHITE CLOVER 5% SEEDING RATE: 5 POUNDS PER 1000 SQ FT STEEP SLOPE SEED MIX (3:1 TO 1:1): ACHILLEA MILLEFOLIUM WHITE YARROW 5% CHRYSANTHEMUM LEUCANTHEMUM OX-EYE DAISY 10% CENTAUREA CYANUS CORNFLOWER 10% CICHORIUM INTYBUS CHICORY 10% COSMOS BIPINNATUS COSMOS 10% ERAGROSTIS CURVULA WEEPING LOVEGRASS 10% FESTUCA OVINA SHEEP'S FESCUE 20% LINUM PERENNE LEWISII BLUE FLAX 10% LOTUS CORNICULATUS BIRDSFOOT TREFOIL 10% RUDBECKIA HIRTA BLACK-EYED SUSAN 5% SEEDING RATE: 10 POUNDS PER ACRE wol Cal J) O d APPLICANT NORTHERN HILLS, LLC 1109 ROSE LANE VIRGINIA BEACH, VA 23451 TEL. NO. (804)422-5566 NOT RELEASED FOR CONSTRUCTION PROJ. MANAGER: CHIEF DESIGNER: 004 JUSS MCmndtingr Enirwom N o REVIEWED BY DATE (n J 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 m D- SURVEY (860) 646-2469 a SITE STRUCTURAL NORTHERN HILLS LLC w LANDSCAPE AREA REQUIREMENT m U-) LANDSCAPE PLAN 0 SOUTH WINDSOR � � REVISION DATE: FINAL DEVELOPMENT PLAN 10% OF THE S.F. INTERIOR AREA = 2366 S.F. REQUIRED � z 2L 5 18 OO 0 2565 S.F. OF INTERIOR LANDSCAPE = 10.8 PROVIDED z n 0 6/26/00 A& BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT w .. DATUM: H: V: JOB NUMBER PHASE DATE SCALE: 1 = 20 96-481 Al 947 4/20/00 SHEET N O . 8 PROPOSED GRADE FRONT ELEVATION 2-#4X4 lC�l�i7i T CONCRETE UNIT T FRAME ELEVATION ;ONC. BLOCKS OR i, 6" TO 12" ALL JOINTS TO BE POINTED FLUSH & FULI AST CONCRETE OR ETE MASONRY UNITS RED CONCRETE OR CAST SLUMP OR SLAB EQUAL) 3500 PSI i" OF 3/4" CRUSHED STONE NOTES: 1. MINIMUM COVER OVER TOP ., SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. R4SK DNENSIONS REMAIN THE SAME 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE. 6. TRAP HOODS SHALL BE INSTALLED IN ALL CATCH BASINS. SIDE ELEVATION TYPE "C" CATCH BASIN - NOT To SCALE � I• FRONT ELEVATION TYPE ,-PRE CAST CONCF-- ADJUST FRAME ELEVAI WITH CONC. BLOCKS BRICKS, 6" TO 12" ALL JOINTS TO BE POINTED FLUSH & FULL PRE CAST CONCRETE OR CONCRETE MASONRY UNITE PRE CAST SUMP OR SLAB (OR EQUAL) 350( 6" OF 3/4" CRUSH[ NOTES: 1. MINIMUM COVER OVER IVI' Vr rlrL SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WAILS. 5. ALL BRICKS SHALL BE CONCRETE 6. TRAP HOODS SHALL BE INSTALLED IN ALL CATCH BASINS SIDE ELEVATION "C—L" CATCH BASIN NOT TO SCALE DEPTH TO INVERT VARIES SEE PROFILES 6 IN BEDDING ON SUITABLE NATIVE MATERIAL OR 3/4" CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. MATERIAL SHALL MEET D.O.T. M.02.1 FOR 3/4" STONE. NEENAH MODEL NC EQUAL 12" MIN. 12" 12„ 0 0 0 0°0°0°0° o 0 o°o°o°0000 BACKFILL TO SPRINGLINE OF PIPE WITH 3/4" STONE WHEN USING POLYTHYLENE OR CPP PIPE STORM DRAIN TRENCH DETAIL NOT TO SCALE CAST BASIN PIPE TRAP HOOD SHALL BE INSTALLED AT CATCH BASIN NO. D2 OUTLET TRAP HOOD I N STALLATI O N NOT TO SCALE UNDERDRAIN NOT TO SCALE PAVEMENT SECTION OR -.--LANDSCAPING (SEE PLANS) WARNING TAPE - MIN. 12" MAX. 24" ABOVE PIPE APPROVED BACKFILL PLACED AND '-� COMPACTED IN 12" LAYERS (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3" SAND BEDDING PLACED AND COMPACTED IN 6" LAYERS NO STONE LARGER THAN 1-1/2". MATERIAL SHALL MEET D.O.T. M2.05 1 UKAUt FACE AT EAST ., ..�.,,E HOLES DOWN EAST SIDE OF,�� BUILDING 1 5/8" O.D. TOP RAIL ATTACH TO THE C.L. FABRIC WITH 9 GAUGE WIRE CLIP EVERY 24" 1 5/8" O.D. BRACE RAIL FENCES OVER 6 FEET / FEET HIGH AND ALL FENCES WITHOUT TOP RAIL Q5/16" TRUSS ROD AND TURNBUCKLE OINTERMEDIATE POST FENCE HEIGHT SQUARE POST ROUND POST 6 FEET AND LESS 1 7/8" 2" OVER 6 FEET 2 1 /4" 2 1 /2" ATTACH TO C.L. FABRIC WITH CLIPS EVERY 15" QEND OR CORNER POST FENCE HEIGHT SQUARE POST ROUND POST 6 FEET AND LESS 2" 21 /2" OVER 6 FEET 2 1/2" 3" 6 GAUGE BOTTOM TENSION WIRE ATTACH TO C.L. FABRIC WITH HOG RING AT 24" C.C. TENSION ROD ATTACHED TO END OR CORNER POST �8 2-30" MIN. LENGTH DRIVE ANCHORS DRIVEN THROUGH FITTINGS AT 90' TO FENCE LINE INTO EARTH AT 45% (TO BE USED IN PLACE OF CONCRETE FOOTING. SEE FOOTING DESIGN NOTE.) 0 I- i� V) w ry z c� w APPLICANT NORTHERN HILLS, LLC 1109 ROSE LANE VIRGINIA BEACH, VA 23451 TEL. NO. (804)422-5566 10'-0" C.C. MAX. OCONCRETE FOOTING 36" DEEP WITH 12" DIA. AT END POST AND 10" DIA. AT INTERMEDIATE POST. HOLE CORE IN UNDISTURBED OR COMPACTED SOIL. (SEE FOOTING DESIGN NOTE) 10 6 GAUGE TENSION WIRE WHEN TOP RAIL IS NOT USED. 8 8FABRIC SELVAGE: UNDER 6 FEET SHALL BE KNUCKLED TOP AND BOTTOM 6 FEET AND OVER SHALL BE KNUCKLED BOTTOM AND TWISTED ON THE TOP RECREATIONAL FENCING, REGARDLESS OF HEIGHT, SHALL BE KNUCKLED TOP AND BOTTOM 12 11 GAUGE 2" WIRE MESH FABRIC (RESIDENTIAL) 9 GAUGE 1 3/4" WIRE MESH FABRIC (RESIDENTIAL) 9 GAUGE 2" WIRE MESH FABRIC (COMMERCIAL) OTHER GAUGE AND MESH SIZES AVAILABLE (VINYL COATED MESH IS OPTIONAL) NOTES: 1 FOOTING DESIGN TO BE CHECKED BY AN ENGINEER FOR WIND LOADS IF SLATS ARE USED OR IF POOR SOIL CONDITIONS EXIST. 2 STRAIGHT RUNS BETWEEN BRACED POSTS SHALL NOT EXCEED 500 FT. 3 FENCE DETAILS ARE INTENDED AS A GUIDE ONLY. ALL FENCE MATERIALS AND CONSTRUCTION METHODS SHALL BE APPROVED BY THE ENGINEER AND FENCE MANUFACTURER. 10'-0" C.C. MAX. CHAIN LINK FENCE PROD. MANAGER: JJG N CHIEF DESIGNER: GBM 0 REVIEWED BY °- SURVEY :2C SITE STRUCTURAL cov � ::' REVISION DATE: L;j 0 5 18 00 JA 0 w a DATUM: H: V: LJ CL SCALE: NOT TO `. NOT RELEASED FOR CONSTRUCTION .1rcolo i 1M & CKKU H4C. co tiro Engineers DATE 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 (203) 646-2469 NORTHERN HILLS II DETAILS FINAL DEVELOPMENT PLANS PARCEL T BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT JOB NUMBER PHASE DATE SHEET NO. 9 96481A10 947 4/20/00 LAWN / STREETS / CROSS-COUNTRY PAVED AREAS TOPSOIL & SOD OR SEED 411 'd da° °Z. c APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (1') (MAX.) LIFTS. NOTE "A" ALL MECHANICAL JOINTS WITHIN THESE LIMITS SHALL BE INSTALLED WITH DUCTILE IRON RETAINER GLANDS FITTED WITH CUP POINT, SQUARE HEAD STEEL SET SCREWS. ALL PUSH -ON JOINTS SHALL BE RESTRAINED BY MEANS OF COVERALL PIPE JOINT RESTRAINERS. MIN. V-6" MAX. 2'-0" 2' ± APPROVED MECHANICAL JOINT FIRE HYDRANT BREAKAWAY FLANGE INISH GRADE WARNING TAPE PER CONN. FINISHED GRADE - GENERAL STATUTE STATUTE SECTION 16-345, AS AMENDED, PLACED I 12- (MIN.) TO 24" (MAX.) ABOVE TOP OF PIPE. SLIDE TYPE VALVE Box 18" a • a ifl CURB NP' CONCRETE COLLAR (CLASS "A") ° SAND BLANKET 4. 4 12" 12" MIN. MIN. . NI CONCRETE THRUST BLOCK ,Q . - z 3/ 4" CRUSHED STONE OR GRAVEL PIPE, AS SPECIFIED a a 1/2 D. PIPE ?= \ UNDISTURBED EARTH --•- d d' :d. a. I .. 6" CLDIP ` KEEP MASONRY BLOCK CLEAR OF DRAIN 3/4" BROKEN TRAPROCK_:'� _ ="'' 1/2 C.D. D. PIPE :: ..tl L• FILTER FABRIC III , %, : f•°. :=:f.:-_> := y.w:..ry -� UNDISTURBED EARTH 6" MIN. •� •° a 6 (SEE NOTE) MECHANICAL JOINT ANCHOR TEE I ///-%/ - //%//= w•.i-:w}•: II - �� SOLID MASONRY BLOCKS 1' Q.D. PIPE 1' 12" SAND MIN. `'° 6" MECHANICAL JOINT UNDISTURBED EARTH SECTION STONE �..� RESILIENT WEDGE GATE VALVE ..4 UNDISTURBED EARTH NOTE: ' 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE 6" MIN. �� a • : % .• �<• 4 .4.: ' •. :•.' � SEE NOTE "A" NECESSARY PG. VI-46 2. FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 1' 2'-6" 1' 0.5 TO 0.1 SEC-' AND AOS OF 0,43 mm TO 0.22mm AND SHALL PIPE -IN GROUND WATER MEET AASHTO M288-96 M A N C H E S T E R FIRE HYDRANT LEGEND m- PUSH -ON JOINT NO RESTRAINT TYPICAL TRENCH SECTION SEWER - PUSH -ON JOINT WITH COVERALL PIPE TOWN OF SOUTH WI N D SOR JOINT RESTRAINERS HYDRANT MECHANICAL JOINT WITH RETAINER GLANDS COVERALL RESTRAINT ON EACH JOINT OF A HYDRANT LEAD NOTE A - 27' MIN. RESTRAINED LENGTH FROM ALL MECHANICAL JOINTS (MAX. OF ONE PIPE JOINT WITHIN THESE LIMITS.) STANDARD HEAVY DUTY ,,,-FRAME AND COVER. �\ SEE NOTE A OR 2" DOMESTIC SERVICE TYPICAL WITH WITH DOUBLE STRAP TAPPING SADDLE /- HYDRANT TEE Z_ X 00 I I d• z 0 omW IQ0 P.E. x P.E. STUB �- STAINLESS STEEL STRAP - 11- a 11 1.0 v\ `JHIV. M. fl. 0I -L 1 � END OF PIPE SHALL BE CUT - FLUSH WITH INSIDE WALL BASE TO BE CONTRUCTED ON- 8" MIN. CRUSHED STONE BASE BRICK LINED INVERT AND SHELF (BRICK NOT REQUIRED FOR STORI BRICK MASON CLASS A COC IN UNPAVED AREAS ANCHOR FRAME WITH CLASS A CONCRETE ADJUST FRAME TO FINAL GRADE W/BRICK WITH A MIN. HEIGHT OF 1/2" MORTAR AND A MAX. HEIGHT OF 12" 2 COATS BITUMINOUS WATERPROOFING MATERIAL MANHOLE STEPS TO BE CAST IN PRECAST UNIT DURING MANUFACTURE. RUBBER "0" RING GASKET OR BUTYL ROPE JOINT SEAL (TYP.) SLOPING SHELF TO DRAIN BRICK LINED INVERT (SAN. M.H. ONLY) APPROVED SEALED JOINT r-0.8xDIA. 4 A 4'-0" DIA. SECTION -SLOPE 0 3"/FT. SECTION A- A SANITARY SEWER MANHOLE 2- 1 1/i HANDLING `-BEND ANY ANGLE -MAIN LINE GATE VALVE - CONCRETE THRUST BLOCK CONCRETE THRUST BLOCK WATER MAIN JOINT RESTRAINT O A O O 1 0 0 0 0 O v\ ° [1❑ L) O O O 0 0°OOOO° O O O O 4" 0 6" SECTION B-B SECTION A -A CAST IRON FRAME NOTES: CAST IRON COVER 1. THE LOWER SURFACE OF THE COVER AND THE CORRESPONDING UPPER SURFACE OF THE FRAME SHALL BE MACHINE FINISHED TO PROVIDE A SMOOTH FLAT CONTACT OR FIT, WITHOUT ANY TENDENCY FOR THE COVER TO ROCK OR RATTLE. 2. SANITARY SEWER MANHOLES SHALL BE EQUIPPED WITH VENT HOLE IN CENTER. SANITARY SEWER MANHOLES FRAME AND COVER DEFL 4. . 1.0 LL 3D MIN. PLAN ELBOW - DEFL. LESS THAN 500 PIPE DIA. (INCHES) MINIMUM THRUST BLOCK VOLUME (CUBIC YARDS) 4 0.25 6 0.25 8 0.25 10 0.25 12 0.375 16 0.5 e PLAN - TEE PIPE DIA. (INCHES) MINIMUM THRUST BLOCK VOLUME (CUBIC YARDS) 4 0.25 6 0.25 8 0.25 10 0.375 12 0.375 16 0.5 CLASS "A" CONC. (TYPICAL) 6 MIN. PLAN ELBOW - DEFL. MORE THAN 500 PIPE DIA. (INCHES) MINIMUM THRUST BLOCK VOLUME (CUBIC YARDS) 4 0.25 6 0.25 8 0.25 10 0.375 12 0.75 16 1.5 CLASS "A" CONC. (TYPICAL) PLAN - CAP PIPE DIA. (INCHES) MINIMUM THRUST BLOCK VOLUME (CUBIC YARDS) 4 0.25 6 0.375 8 0.5 10 0.5 12 0.75 16 1.0 CONCRETE THRUST BLOCKS NOTES: 1.) PIPE BEDDING AND COPPER PIPE MUST BE OF SUFFICIENT DEPTH AND AND LENGTH RESPECTIVELY TO ASSURE THAT TOP OF BEDDING AND AIR RELEASE VALVE ARE ABOVE HIGH GROUND WATER LEVEL. 2.) GOLDEN ANDERSON 1-AR 1" INLET, 1/2" OUTLET, 3/16" ORIFICE. �l wATPQ WAIN A Z SANITARY SEWER WATER CROSSING AT SANITARY SEWER PIPE,O.D.+24" OR 3'-0" IN. ROCK PAY LIMIT FINISHED GRADE 17 co `t (o N w F io Q BACKFILL PLACED & COMPACTED IN 12" LAYERS / BLUE WARNING TAPE -COMPLETE ENVELOPE OF FILTER FABRIC WITH 12" OVERLAP REQUIRED WHEN CRUSHED STONE IS USED AS BEDDING MATERIAL. FILTER FABRIC REQUIRED IN ROCK CUT AS DIRECTED BY ENG. -BEDDING MATERIAL SHALL BE BANK GRAVEL (DOT GRADING A), WELL GRADED SAND OR 3/8" TO 3/4" CRUSHED STONE* PLACED AND COMPACTED IN 6" LAYERS. / \ / // / / GRAVEL FILL AS DIRECTED BY ENGINEER WHEN UNSUITABLE MATERIAL IS ENCOUNTERED �E CRUSHED STONE SHALL BE USED IN HIGH GROUNDWATER CONDITIONS AS DIRECTED BY THE ENGINEER. TYPICAL TRENCH SECTION (WATER) P.V.0 I FINISH GRADE 2'-0" WATER MAIN CATCH BASIN OR OTHER STRUCTURE WATER MAIN AT STRUCTURE SANITARY CLEAN -OUT NOT RELEASED FOR CONSTRUCTION SAP CAMPBELL NO. 4164 R-1975 c BELL ELBOW IPE 6" 45' WYE x BELL P.V.0 PIPE AND FITTINGS SHALL 5. APPI 1(ANT I NORTHERN HILLS, LLC 1109 ROSE LANE VIRGINIA BEACH, VA 23451 TEL. NO. (804)422-5566 -7 J W 0 m Q co - HANDICAP SIGN_ 3' I, 9' I, 3' 3' HANDICAP STALL HANDICAP VAN STALL I12' o _I I {r I HANDICAPPED N PARKING STATE PERMIT REQUIRED VIOLATORS SUBJECT TO PENALTY BACKGROUND —BLUE, REFLECTORIZED LEGEND —SILVER; REFLECTORIZED WHITE 2"x2" STEEL TUBE WITH WELDED TOP CAP ANCHORED 24" IN SOLID CONCRETE. CONNDOT SIGN NO. 31-0629(P) HANDICAP SIGN LENGTHS VARY 3' MIN. — 8' MAX. CURVE RADIUS 2'-4'-15'-20'-25'-30'-40 1/2" EXPANSION JOINT EVERY 40 FT. OTHERWISE BUTT ENDS TOGETHER r— 1" CHAMFER L-2—#4 BARS 1" DIA.x 4 1/2" DEEP DOWEL HOLES ELEVATION c STANDARD STALLS SEE TOWN REGULATIONS TIVE PAINT OF PARKING SPACE HANDICAP SYMBOL 2 FT. RADIUS ELEVA I IUIN NOTE: DIMENSIONS AND DETAILS ARE SUBJECT TO MANUFACTURES TOLERANCES. LOCATIONS ALL ISLANDS AND WALKWAY ADJACENT TO BUILDINGS. PRECAST CONCRETE CURB DE WHITE LINE (TYP) !`I ITTVR I IKIF I RAMP 1"/FT WAI K I V V I I L I\ L 11 V L TEXTURE -SEE DETAIL CURBING RAMP SECTION E- E 603 1. SIDEWALK RAMPS SHALL BE CONSTRUCTED AS SHOWN ON FLANS. 2. CARE SHALL BE TAKEN TO INSURE A UNIFORM GRADE ON THE RAMP. FREE OF SAGS AND SHORT GRADE CHANGES. 3. WIDTH OF SIDEWALK RAMP SHALL BE AS SHOWN. 4. THE BOTTOM OF RAMP SHALL BE BEVELED AT THE GUTTER LINE. 5. THE MAX. SLOPE OF THE RAMP SHALL BE 1" PER FOOT. 6. SAID SPECIFICATIONS SHALL BE INTERPRETED TO COMPLY WITH THE APPLICABLE STATUTES OF THE STATE OF CONNECTICUT. CONCERNING THE CONSTRUCTION OF SIDEWALK RAMPS. 7. SEE CONCRETE SIDEWALK DETAIL ABOVE FOR OTHER DETAILS NOT SHOWN CONCRETE HANDICAP RAMPS CONCRETE BASE FOR STRAIGHT SECTIONS—CONC. BASE FOR RADIUS SECTIONS UP TO AND INCLUDING 30'R. 2 SECTIONS = 90' 4 FT. RADIUS )US CONCRETE CURB BITUMINOUS CURB 5.07- MAX. SLOPE — SEE GRADING PLAN L-1 1/2" BITUMINOUS CONCRETE — CLASS 2 L2" BITUMINOUS CONCRETE — CLASS 1 PROCESSED AGGREGATE BASE 12" SUBBASE IN AREAS OF CUT OR FILL s.. I ll• pl o> 00 n 0 0.0b. Oi CV �. o, �. o O.• 0.0: O.\,. 0 00 00 00 . * SEE SPECIFICATIONS FOR MATERIAL THAT COULD BE SECTION USED FROM SECONDARY CRUSHING OF EXCAVATED ROCK PARKING LOT SECTION SECTION 5'-0" 5'-0" 5'-0" TOOLED JOINT 1/3 SIDEWALK DEPTH I� 1/4" CORK ASPHALT �1 FULL CUT CONSTRUCTION JOINT EXPANSION JOINT EVERY 30' c CONTROL JOINT AT 25' WITH POURED JOINT SEAL 1 /4"x 2 2/3" DEEP SAW CUT /--W/6x6 W1.4x1.4 WWF 9 10000 0000 000000 00 00 00 0 PROCESSED AGGREGATE BASE CONCRETE PAD PLAN 4", SEE PLAN -- 1 /4" / FT. 4" 5" CONCRETE CLASS "C" 8" ROLLED GRAVEL BASE SECTION C-C NOTES: 1. 1/2" EXPANSION JOINT BETWEEN FOUNDATION WALL AND CONIC. SLAB 2. 1" EXPANSION JOINT AND FILLER AT 50' BUIL 5" CLASS "C" 8" VI\t1VLL U!'1JIL SECTION AT BUILDING CONCRETE SIDEWALK NOT RELEASED FOR CONSTRUCTION APPLICANT NORTHERN HILLS, LLC 1109 ROSE LANE VIRGINIA BEACH, VA 23451 TEL. NO. (804)422-5566 TDr'F' PI A KIT I1\1r- 1 __ 1 NOT TO/SCALE I NURSERY FURNISH PLANT MATERIAL HOSE CHAFING GUARD AT FIRST BRANCHING TRUNK WRAPPING MATERIAL WIRE GUYS, 3 PER TREE TURNBUCKLES ON ALL GUYS ATTACH ORANGE FLAGGING TO WIRE EVERY 6" IN AREAS WITH PEDESTRIAN TRAFFIC. 4" MULCH - DO NOT PLACE IN CONTACT WITH BARK 2"-3" SAUCER RIM BACKFILL W/PLANTING SOIL MIXTURE BURY DEADMEN BELOW GRADE FOLD BACK BURLAP 400 WATT, METAL HALIDE IES DISTRIBUTION TYPES III OR IV VERTICAE LAMP, CUTOFF STYLE WITH SHIELDING TO PREVENT SPILL LIGHTING, WITH ADJUSTABLE BRACKETS & WEDGES. PROVIDE FIXTURES AS REQ'D TO PRODUCE1 FC MIN. MAINTAINED ON THE PAVEMENT THROUGHOUT ALL PARKING & WALKWAY AREAS. DEPENDANT UPON FIXTURE PERFORMANCE ADDITIONAL FIXTURES MAY BE REQ'D. qAIRE, MOUNTING BRACKETS, AND BASE FINISH IS MATCHING IS PER ARCHITECTURAL REQ'M'TS. IR SCRATCHES IN FINISH. CAP UNIT ADHERE TO TOP UNIT WITH CONCRETE ADHESIVE N POLE RATED FOR 100 MPH WITH 130% u- GUST FACTOR. SUBMIT POLE AND LOOSEN SUBSOIL 6" BELOW BOTTOM OF PLANT PIT OR OVER EXCAVATE LEDGE TO LUMINAIRE E.P.A. DATA. MODULAR CONCRETE UNITS 18" BELOW ROOT BALL & 24" AROUND 2 ROOT BALL BACKFILL TOPSOIL rAl ipF-Q L V/'1L11 LI TURNBUCKLES ON ALL GUYS WIRE GUYS, 2 PER TREE. ATTACH ORANGE FLAGGING TO WIRE EVERY 6" IN AREAS WITH PEDESTRIAN TRAFFIC. 2"x3"xW WOOD STAKES, 2 OPP. PER TREE, 3 FOR TREES OVER 8' HT. PAINT DARK BROWN HOSE CHAFING GUARD 4" MULCH - DO NOT PLACE IN CONTACT WITH BARK 3" SAUCER RIM FOLD BACK BURLAP DRIVE STAKE INTO UNDISTURBED SOIL BACKFILL W/PLANTING SOIL MIXTURE LOOSEN SUBSOIL 6" BELOW BOTTOM OF PLANT PIT FRACTURE LEDGE TO 18" BELOW ROOTBALL AND BACKFILL WITH TOPSOIL EVERGREEN TREE PLANTING (>59 IN HEIGHT) NOT TO SCALE PLAN VIEW N.T.S. FILTER FABRIC WEED BARRIER AS SPECIFIED SHALL BE PLACE FOR ALL SHRUB BEDS AND GROUNDCOVER AREAS. EACH POLE IS TO BE Gf WITH #8 BARE Cu WELDI 5/8"x 10' Cu CLAD ROL QUANTITY VARIES. SPACE AS INDICATED ON PLANS EVENLY SPACE GROUNDCOVER AT INTERVALS SHOWN ON LANDSCAPE PLANTING SCHEDULE. PLANT IN STAGGERED ROWS. METAL OR PLASTIC EDGING WHEN ABUTTING LAWN AREA. (OWNER OPTION) 2" MULCH LOOSEN SUBSOIL 6" BELOW BOTTOM OF PLANTING PIT 4" MULCH BACKFILL W/PLANTING SOIL MIXTURE FOLD BACK BURLAP ELEVATION NOTES: EUP ALL WIRING SPLICES WITHIN POLE HANDHOLES. VIDE TWO OR THREE IN LINE FUSES SIZED FOR ITING LOAD. E BASE OR BOLT NUT COVERS DOUBLE ANCHOR BOLT, NUTS, COMPOUND THREADLOCKER HOR BOLTS FURNISHED BY POLE MANUFACTURER IC. LIGHT FOUNDATION PVC, 4#8 XHHN CU MIN. TO ADJACENT POLES. REFER TO WIRING ES FOR SITE LIGHTING FEEDER SIZES. ), THREE OR FOUR SLEEVES AS REQ'D, EACH STUBBED TO AT LEAST NCH ABOVE FOUNDATION TOP. 1). POLES THAT ARE NOT LOCATED IN ISLANDS OR BACK OF CURB MUST BE LOCATED AT PAINTED PARKING STALL INTERSECTIONS. 2). CONCRETE BASE TO BE 36" CLEAR OF CURB FACE. 3). ALL WIRE TYPE XHHW CU. 4). ALL BURIED CONDUIT IS SCHEDULE 40 PVC. 5). AIM, TILT, ROTATE OPTICAL SYSTEM & PROVIDE MODIFICATIONS 6). TEST ALL WIRE WITH INSULATION TESTER AND PROVIDE RESULTS TO ENGINEER PRIOR TO CONGESTING FIXTURES. 7). ALL CONCRETE IS PER SPEC. PAINT EXPOSED FOUNDATIONS PER OWNER'S DIRECTION. 8). RE -ROD FOR STEEL POLE FOUNDATIONS IS 8#5 VERTICAL BARS WITH #3 CIRCULAR TIES EVERY 12". 9). SUBMIT BALLAST CHARISTICS, FIXTURE PHOTOMETRICS, AS NECESSARY TO OBTAIN THE ILLUMINATION PERFORMANCE REQIURED. LIGHT POLE � IT.C� PLANTING NOTES: ALL TREES PLANTED WITHIN PARKING LOT ISLANDS SHALL BE INSTALLED WITH "ROOT BARRIER" EQUAL TO UNIVERSAL BARRIER MODEL UB-24-2 AS MANUFACTURED BY DEEP ROOT. ECAVATE AN ADDITIONAL 12" ALL AROUND IN ROCK AREAS. 7'-0" Lij > o CHAIN LINK FENCE I (f) LLJ -6» U Q IMPERVIOUS FILL T_ 12" DEEP II Li Li —GEOSYNTHETIC REINFORCEMENT DRAINAGE AGGREGATE 12" THICK MIN. RETAINED BACK FILL l- -il) ,II "-4" DIA. (MIN.) DRAIN PIPE OUTLET @ END OF WALL OR @ 40' CENTERS MAX. -= SLOPE TO DRAIN (1/8"/FT.) W/FILTER FABRIC j I� I III IMPERVIOUS FILL GRANULAR LEVELING PAD 6" THICK MIN. RETAINING WALL NOTES APPROX. EXCAVATION LINE REINFORCED BACK FILL COMPACTED 95% OF MAXIMUM STANDARD PROCTOR DENSITY 1. DETAILS AND NOTES DEPICTED HEREON ARE BASED ON VERSA-LOK RETAINING WALL SYSTEM. CONTRACTOR SHALL USE DETAILS AND INSTALLATION INSTRUCTIONS FROM APPROVED MANUFACTURER IN ACCORDANCE WITH SPECIFICATIONS. ACCEPTABLE WALL MANUFACTURERS SHALL INCLUDE VERSA-LOK, KEYSTONE, THE REINFORCED EARTH COMPANY, OR EQUAL AS APPROVED BY THE ENGINEER. 2. STRIP VEGETATION AND ORGANIC SOIL FROM WALL AND GEOSYNTHETIC ALIGNMENT. 3. BENCH CUT ALL EXCAVATED SLOPES. 4. DO NOT OVER EXCAVATE UNLESS DIRECTED BY ENGINEER TO REMOVE UNSUITABLE SOIL. 5. LEVELING PAD SHALL CONSIST OF COMPACTED COARSE SAND OR CRUSHED GRAVEL, 6" THICK MIN. 6. CONTRACTOR MAY OPT FOR A LEAN CONCRETE PAD IN LIEU OF LEVELING PAD. CONCRETE PAD SHALL BE UNREINFORCED, 3" THICK MAXIMUM. 7. MINIMUM EMBEDMENT OF WALL BELOW FINISH GRADE SHALL BE 6" FOR WALL HEIGHTS UNDER 4 FT. AND 12" FOR WALLS OVER 4 FT.. 8. FOR UNITS TO BE EMBEDDED, COMPACT FILL IN FRONT OF UNITS AT THE SAME TIME FILL BEHIND UNITS IS COMPACTED. 9. DRAINAGE AGGREGATE SHALL BE INSTALLED DIRECTLY BEHIND THE WALL WITHIN 12" OF THE TOP OF THE WALL. DRAINAGE AGGREGATE SHALL NOT EXTEND BELOW FINAL GRADE IN FRONT OF WALL. 10. COMPACTION SHALL BE TO 95% OF MAXIMUM STANDARD PROCTOR DENSITY.(ASTM D-698) 11. COMPACTION TESTS SHALL BE TAKEN AS THE WALL IS INSTALLED IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. 12. COMPACTION WITHIN 3 FT. OF WALL SHALL BE LIMITED TO HAND OPERATED EQUIPMENT. 13. GEOSYNTHETIC TYPE, LENGTH, AND LOCATION SHALL BE PER WALL MANUFACTURER'S DESIGN. 14. GEOSYNTHETIC SHALL BE PLACED WITH STRONGEST DIRECTION PERPENDICULAR TO WALL. FOLLOW GEOSYNTHETIC MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS. 15. CONTRACTOR SHALL DIRECT SURFACE RUNOFF TO AVOID DAMAGING WALL WHILE UNDER CONSTRUCTION. 16. ANY SURFACE DRAINAGE FEATURES, FINISH GRADING, PAVEMENT, OR TURF SHALL BE INSTALLED IMMEDIATELY AFTER WALL IS COMPLETED. 17. FOLLOW APPLICABLE PROVISIONS OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS. 18. COORDINATE INSTALLATION OF THE WALL AND ACCESS DRIVE WITH THE LOWE'S/ TARGET SITE CONTRACTORS. WALL AND DRIVE/DRAINAGE SHOULD BE CONSTRUCTED SIMULTANEOUSLY TO ALLOW FOR PLACEMENT OF THE GEO-GRID SYSTEM. TYPICAL SECTION - MODULAR CONCRETE RETAINING WALL NOT TO SCALE NOT RELEASED FOR CONSTRUCTION APPLICANT NORTHERN HILLS, LLC 1 100 ROSE LANE VIRGINIA BEACH, VA 23451 TEL. NO. (804)422-5566 SHRUB BED / GROUNDCOVER PLANTING DETAIL NOT TO SCALE m 6" x 3/8" x 9'- STEEL RAIL (TY1 6" x 3/8" x 2'— STEEL SPLICE PL/ 3/4" x 8 1 /2" AASHT, FBC20 CARRAGE BOLT W/ NUT & WASI— (TYP.) 5/8" x 7" AASHTO FBC16 CARRIAGE BOLT W/ NUT & WASHER (TYP.) DELINEATOR REFLECTOR SEE NOTE 2 AND SPACING TABLE (TABLE 1) 0 SPLICE PLATE 3/8" x 7" AASHTO BCF16 CARRIAGE BOLTS , 11HENEKWA 1 -� /1 r," DIA. HOLE (TYP.) 6" x 12" x 9'-11 1 /2" ROUGH SAWN TIMBER RAIL 111 A ^" I A n C'`nn I- %A/ UI/-\. X `t L/Hh 3l.fCCAV )RILL 3/8" HOLES IEEP IN TIMBER (TYP.) 1� VOOD BLOCKOUT 1` 6'-6" LONG POST CONNECTION PLAN (DIMENSIONS ARE TYPICAL) 2'— 6" 1? 7?„ 3„ 79„ 3" 3„ T 1.4 -T� 0 3,�,— o o co 0 �� 0 0 0 ?" x 2?" BOLT SLOTS x 1 ?" BOLT SLOTS (TYP.) STEEL SPLICE PLATE DETAIL 6)9 X (9) X 2 9-6 " no r " luoiiwq! 1. DELINEATOR REFLECTORS SHALL BE BROWN PLASTIC INVERTED T—SECTIONS CONFORMING TO DURAFLEX CORP. SLEXX 2020, OR APPROVED EQUAL. REFLECTIVE SHEETING SHALL BE SQUARE AND A MINIMUM OF 9 SQUARE INCHES, AND CONFORM TO SECTION M.18.09. DELINEATORS SHALL BE ATTACHED WITH FOUR (4) 1"—LONG, GALVANIZED WOOD SCREWS REFLECTORS SHALL BE SPACED IN ACCORDANCE WITH THE TABLE, AND POSITIONED PERPENDICULAR TO THE ADJACENT EDGE OF LANE. DO NOT ATTACH REFLECTORS ON FLAIR OR TERMINAL SECTIONS. REFLECTIVE SHEETING SHALL BE SILVER —WHITE ON ALL RAIL SECTIONS ADJACENT TO THE RIGHT SHOULDER, AND YELLOW ON RAIL SECTIONS ADJACENT TO THE LEFT SHOULDER OF TRAVEL LANES. 2 A 5/8" DIA. X 4" LAG SCREW AND WASHER SHALL BE INSTALLED IN PLACE OF THE 5/8" DIA. X 13" CARRIAGE BOLT IN THE ABSENCE OF ANY MID —RAIL POST CONNECTION. 3 ALL CONNECTION HARDWARE SHALL BE SUFFICIENTLY TIGHTENED TO ACCOMMODATE FOR SHRINKAGE OF THE WOOD ELEMENTS. 2, — 3„ 2' _ 6„ 2 — 6 ?"X19/16" SLOTS (TYP.) 2" DIA. HOLES (TYP.) ?" DIA. HOLES FOR LAG SCREWS (TYP.) O O O o o o E T 3" (TYP.) 6 3„ 8?„ 8?), 3„ 1,—J?" S— 1,-1?„ 3>, 1,-1 1,-1?)) 3„ 8? 8?» 3„ 6„ STEEL RAIL DETAIL 6" x ?" x 9'— 6" 1?" 6" x 12" x 9'-11 1 /2" UNCOATED 3 1 /2" ROUGH SAWN TIMBER RAIL DELINEATOR REFLECTOR ASTM A 588 pll1 /2" 4" x 8" x 11 " BLOCK STEEL -I o 1" /2" \ I STEEL RAIL ° STEEL POSTS, 10' O.C. (TYP.) 3/4" x 8 1 /2" _nl III_nl-nl FBC20 CARRAGE 1" MIN. BOLT W/ NUT & �I GALV. COATED (TYP.) 6"X12" RAW SAWN TIMBER (COVER EXPOSED POST) POST CONNECTION ELEVATION AASHTO WASHER 3/4" x 8 1 /2" FBC20 CARRAGE BOLT W/ NUT & l I YI-'.) AASHTO WASHER 1'-0" 3'" 6" SECTION A --A TIMBER RAIL DETAILS 3 1 /2" 3" 3/8" x 7" AASHTO BCF16 CARRIAGE BOLTS STEEL RAIL & SPLICE PLATE ��TOP OF SLOPE iu=III_I�� =_in_nl OR WALL VARIES 6"X12" RAW SAWN TIMBER (COVER EXPOSED POST) 4'-2" TO 4'-5" GALVANIZED IN ACCORDANCE WITH ASTM A 123 POST DETAIL 3 1 /2" 3" ?" DIA. HOLES C OF MBER RAIL i� YP.) NOT RELEASED FOR CONSTRUCTION APPLICANT NORTHERN HILLS, LLC 1109 ROSE LANE VIRGINIA BEACH. VA 23451 TEL. NO. (804)422-5566 I PROJECT LIMIT r\ I I I MN v ,■.�.. CLEAN 61 00 F. •vr r �. — .. W • 'N OUT • ri WVA moil 41mm WE — — - - — — — r J AI , I ' ' 17 L — 21 I •a •. e � a IQW41 C TO EXIS . 20-1 RCP 6" SA SERVICE S=1.00% APPRO . NV. 2 8.0 I +222.2 25' BUILDIN SETBACK LI E "A \• i - - v 4 .1.- ..v A. - I 'e O d I . -. . o ., \ ' BUI �DN�SET 2K INE #9 12" C L D I �lN �cA o it 't �\ - t✓ _,.net_.------- t- ._±_ � �\ tt \ �\ ,t ,\ \ + j r 0 i t i I � t i ( 1 1 ill i t 11 II 1 1 1 81 .' 1 NOT RELEASED FOR CONSTRUCTION PROD. MANAGER: a CHIEF DESIGNER: FUSS Mco::stating &wimem REVIEWED BY DATE 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 :2 cL SURVEY (860) 646-2469 a SITE STRUCTURAL NORTHERN HILLS, LLC 0 im J DRAINAGE AREA PLAN 0 U REVISION DATE: FINAL DEVELOPMENT PLAN I:,,,i Q 5/ 18/00 0 Q o 7- 6 26 00 0 © BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT w DATUM: H: V: JOB NUMBER PHASE �ASHEET N0.14 E � SCALE: 1 = 20 96-481A10 947 4 20 00 ° 5.0 P W ---- .... 14 TN t 2 TN s 5 P G % I � -her � / TC 50 ,PR P;t :v T i ' �� , o ' °� _ � vv" I E c W ER ^ - - - _ _--- -- ----I-_ ° 30 PG ° i III _ p . •� IMs ° Q to1. �` � ��. SAN, .. S ER � ��� 1 1 11� _ '�\ - °8" /CLDIP WATcw PROPO E 25 `a I o PROPOSED I TICu RETAILo ETAI C W . o I► 6, 000 S. 6, 00 S. F. I �p ► �- CW ' o 0. ° . U-1 0 0 y- -- J W 8 T O L • P ( �_ — L (C AC-( 8 WA ER M l ° ° 0 2 5 �� C PYLO I N �- -' WG °. MP M� .3 ° 0 �., PS M TC A ° =2 - _ _e_ eee_,�r• �; -- -- I AY _ — — — -- -- ---- _ _ -- -- ------------- -- ---- Lj _ r v- - 1 t w I 8" X 1 2" TAPPING S II BUCKLAND HILLS DRIVE ° II �� SLEEVE ,AND VALVE I II C0I _ - - _ --- — -- -------- SITE LIGHTING LEGEND SITE LIGHTING NOTES TYPE QTY LIGHTING ASSEMBLY POLE HIGHT NO. OF FIXTURES & TYPE OF FIXTURES RUUD CAT. NO. LAMP A 2 IV 25' ONE PR2 440-M B 2 III 25' ONE OF TWO PR2 440-M C 4 IV 25' ONE OF TWO AC2 440-M 1 ED28 1. CONTROL NOT PROVIDED. BUILDING IS TO BE PROVIDED WITH SITE LTG PANEL FOR DISTRIBUTION & CONTROL. 2. VOLTAGE OF BALLAST IN FIXTURES ABOVE ARE THE MULTITAP STYLE. COORDINATE FIXTURE VOLTAGE WITH MANUFACTURE; 800-236-7000. 3. BACK LIGHT SHIELDS. NOTES: ALL POLES ARE SQUARE STEEL. POLE & FIXTURE FINISH IS PER ARCHITECT'S DIRECTION. 4. TOTAL CONNECTED LOAD IS APPROXIMATE; 3.5 KW. 5. CAT. NOS. IS NOT INCLUDE POLES. 6. AVERAGE ILLUMINATION LEVEL: 2.2 FOOTCANDLES MAINTAINED MAXIUMUM ILLUMINATION LEVEL: 7.0 FOOTCANDLES MINIMUM ILLUMINATION LEVEL: 0.1 FOOTCANDLES 7. REFER TO LIGHT POLE DETAIL ON SHEET NUMBER 12. 60 NOT RELEASED FOR CONSTRUCTION I PROD. MANAGER: I I /"`LJIC'C 11CCIf_'AICD. ��A N o REVIEWED BY DATE 'Cons�,�dt0W Engineers cn -1146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 :2i a- SURVEY (860) 646-2469 a SITE STRUCTURAL NORTHERN HILLS LLC w LIGHTING PLAN U REVISION DATE: FINAL DEVELOPMENT PLAN A - A z A 0 A BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT J DATUM: H: V: JOB NUMBER PHASE DATE SHEET NO. 15 SCALE: 1 = 20 96-481A10 947 4 20 00 ao a to o ea v o Cc a9 = o � s W G) 3 C! C C i co) III o R C3Ilm N C •C Ii O O. w D v O CIO ' Z 4 0 v6 40 Lo Iwo W ram... titn ------------------- r ' r--- ---- ----- --- ---_IN 1 i1, ----- -- - -------------------------_- Z z O Z m ------------ - - - - -- ------_--- - z m ----- -- ------ - ----- - - - ------------ - - - - -- Q w0wo HJ2� I. aC C) Z J �sFOCvw00 CL <MZowpwF-w_wwiw cn0m mz�=� III =meC�C Uw ou)o)<Hnowowp I-uwumoom�MwM400z O0-w§p - crQ�O�wwmn= wOOFZmmzOOQw-O gUi-cnQZmOxwP:ZZ) �zwt-m0E-Lu UO cri U OZ�UwO�p���Z �2ww���0 =rzOlmlrr I-OZCnQ�idU ¢QcnQQ L7 11 4 N r 4 9 A I I III II 'I -OO __ __ _ ------------------ _ 0 —---------------- 0— 0_________ !iI;IllII — — — — — — — — — — — — — — — — — — — — — — — J l� NEST E3UIL_I71NO FLOOR PLAN SGALEs I/8" = I'-O" q5 MOKLAND HILL5.DRIVE Z FAST BU I L_r;) I NC7 FLOOR PLAN Lu � SCALE: [/all 105 BUIGKLAND HILLS DRIVE LU tTj w U m SCALE AS NOTED JOB NO. g5274.4O DRAWN Z -101 APL/KAR CHECKED DATE - 04/20/00 I CHAIN LINK FENCE BLACK VINYL COATED GROUND FACE BLOCK PLASTIGRE I cIO SPLIT FACE BLOCK PLACTICRETE PrvF-10 rw IAI=eo—'*-r t=1 F.A5T ELEVATION, SCALE: 1/811 = 11-011 E I FS 5 1 6N BAND STOLIT 1.0 #10611 MOONLIT SAND PREFIN15HED METAL COLUMN COVERS MM SYSTEMS #522 POTTER( I rA P..m m I � mi SOUTH ELEVATION SCALE: I/all = 11-011 NORTH ELEVATION SCALE: 1/611 = 11-oll Cc Lo Vw V- of 16U CO2 I a) V- c; a) W U) 06 CL Cc ad O mc Lo Cc CD o� Cc u. s y. A-M 1-1. 1 z z w <Z 0 LLJ co w dcc z � F-::� 0 LLJ W 0 a: F- Z SiFWOPE�Lozao ZWTz<ow0LL <CLu D-aw: U) TW 0 CC Z F- (-)::) �ZW CC cr C) U) nm�W=��0:<M5<WNPqs w F-0 Wjwu-al000ffiFFEW o,ocZLL O F- o 0= a- 0- 'c-c:< 'o X, wo W m R F-:a-LLwo< 0 Z Z D =):� LL E60�Z,L�izoo<w-o 2c.)�-(n<KX0Wp= �3:F- D Z E — �-:= 0 p ffi �:) F- QuM30089mE,<" 0 Z) oZDofiw0000:-,-J�oZ gggmowmwLqXu5 cf) U) C.) 0 = � P � ') w Cc cr 0 0 Z c') < IL C) �:<:, < 1) w< '<'-' LLJ SCALE — AS NOTED 0 cf) JUB NU. c152-14.40 DRAWN AFL/KAR Z-2 01 CHECKED DATE GROUND FACE BLOCK PLASTICRE I a0 SPLIT FACE BLOCK PLASTICRETE P6F-I0 MM S'r'Si�MS #522 POT'TEFZY _ _ i t,7!Lt-- Y A'cT i v lk SCALE: I/b" = I'-011 YNEST ELEVATION SGALi=: 1/5" = I'-O" I CHAIN LINK FENCE BLACK VINYL COATED �, - T T C m ri G) 'O C O O � = O W G 3 ai C C � a! .2 e y R T •• R E e3 m e an N Q1 71 C � coo•C O to w LiV S w ea O O .0 L W aA m� to to FOR �� Q Z 0 a .m or�-j Tz0 Z Z JZWLL OW Q p 0 <CCZom C,- cn=O�DawZl—QO��LU oUwaF-OC� SpwNcrzZ) 100OOZwOw�0 0 rU �Oa—cc< 3 Ycmcco F-CLLwc:)< Ozz>>�u- wOoFZc-mzoo�w o OWF==��s U�Lij LWUOOQn,=UQUO OZOU��w000D>j u_>00cr 0[C�i=-��C=jv� �o?cwi)Q3:cmroZQQWQQ z Q z r� O W -1 SITU z < �A 0�is LU W <z9 F co U G SCALE ,\5 NOTED JOB NO. a52-r4.40 DRAWN AFVK�4R / _�nr) L _ L V L CHECKED a DATE