Loading...
HomeMy WebLinkAbout1220 TAMARACK AVE COSTCO 5/21/2021 Town of South Windsor Building Department Sign Permit: SIGN-21-8 APPLICANT NAME: Sarah Valluzzi EMAIL ADDRESS: sarah.valluzzi@mg2.com ADDRESS: 1101 Second Ave Suite 100 Seattle WA 98101 LOCATION ADDRESS: 1220 TAMARACK AVE South Windsor CT 6074 OWNER: Costco Wholesale Corporation 999 Lake Drive Issaquah WA 98028 DESCRIPTION OF WORK: Costco Wholesale - 6 FT Exterior Signs April 28, 2021 BUILDING OFFICIAL DATE SIGNED ***ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT- ***PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL- 1'' GENERAL NOTES South Windsor - Easement To The a) C7c CD o Connecticut Water / \` \ I I 1. A) THIS MAP HAS BEEN PREPARED IN ACCORDANCE WITH THE REGULATIONS OF .� N Company \ ,,, isIvIr CONNECiiCUT STATE AGENCIES, SECTIONS 20-300b-1 THROUGH 2o-�nnh-qn -� _� Vol. 1992 Pg. 43 \ Evergreen Walk, LLC AND THE "STANDARDS AND SUGGESTED METHODS AND PROCEDURES FOR a3 C U7 Conc Block Column Canopy „ 9 SURVEYS AND MAPS IN THE STATE OF CONNECIICU_r PREPARED AND ADOPTED .� •- - Support In Conc Island With \ S13 08 23 W Bk. 1169 Pg. 4 BY THE CONNECTiCUT ASSOCIATION OF LAND SURVEYORS, INC. AUGUST 29, 2019. L 5 CU Fuel Pump (Typ) Chain Gate 288.90' Unit 11 Q W W J Site ® B) THIS PLAN CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND A "��5 Walking Trail-� PllII z F'Z- t ��_f TOPOGRAPHIC ACCURACY CLASS T-2. -7 °N Gravel Road r•-'' \ \ �� � Existing Easement To I I Easement To Yankee � T-W=115.40 BW=105.95 ` \ T e Connecticut Light Gas Services Company C) BOUNDARY DETERMINATION IS BASED UPON A RESURVEY. 62 J I I Vol. 1997 Pg. 84 C BW=1o1. D) THE TYPE OF SURVEY PERFORMED IS AN IMPROVEMENT LOCATION SURVEY AND IS oemh•` Conc Block Retaining Wall \ \ � And Power Company � \ Vol. 1997 Pg. 144 � Easement To The TW=114.//3 \ � INTENDED TO DEPICT THE NEWLY CONSTRUCTED FEATURES WITH RESPECT TO IT For Conc Curb TW=115.47 \ � Connecticut Water Company -Existing Easement To I Val. 24R4 Pg, 101 MONUMENTA110N FOUND, STRUCTURES, EASEMENTS, ENCROACHMENTS, VISIBLE Asti/ f The Connecticut Light UTILITIES, ROADWAYS AND CONTOURS. 11251 Tamarack Avenue CB,3 ` And Power Company N/F vol. 1s97 Pg. 144 Evergreen Walk, LLC 2 NOR1N ARROW AND BEARINGS REFER TO THE CONNECTiCUT STATE PLANE COORDINATE PERFORMED BY BL COMPANIES DURING SEPTEMBER 2019REFERENCED TONNE C.O.R.S. Meriden CT 06450 Existing Easement To The Bk. 1169 Pg. 4 355 Research Parkway Conn nl - � Connecticut Light And U t 16 `0� Dr , . . uo _ _ _ __ __ ON CTNE LOCATED IN NEWINGTO , CT HAVING THE FOLLOWING _ _ L „� ,� _ ",t .�,„ I Power Company NETWORK BASE STATION t9ns1 Fan 1406 v� y y , 9 , rvn-rviH °� t0 ` U A=14'45 O/ �. t Vol. 1747 P 159 PUBLISHED VALUES:� � 203 630-2615 Fax ` N .y Shutoff , Pavement' G G - \ Exist Under round g 8uckland 0� m / _-� �-- . . \ \ 9 R=300.29 And The Southern New . , „ STATION: CTNE (DH7113) • • Storm Water Structure I England Telephone CompanyA-55 42 21 COORDINATES US FT): N:806142.76, E:1009694.66 , UNK-MH ,OUNK-M oncre` \ L=77.39' 9 P ( ) i i UNK-MH0 % _ \ \ And Storm Manhole Vol. 1992 P 144 R=70.00' ELLIPSOID HEIGHT US FT 12.73 BW=99.63 ��J , \ Area CHD=S69'31'04„E �, 9 ( )- (41.751 m) 8 TW=114.7 - _�yH O/�\ o iYlrlK-MH UN,�-MH \ \ S76'51'18"E r Stop L=68.06' �. c),. Ye \\ r 77.1 T S62'07'42„E I ear nun_c,V w..�•�.„r 3. ELEVATIONS REFER TO THE NORTH AMERICAN DATUM OF 1988 (NAND 88). THE DATUM ;UNK-MIN o<�''` �� \ Z3.09 266.64' _ _ -- _ - - \ �nU=JJlr 10 J I t WAS DETERMINED BY USING (GEOID 12B) AND IS BASED ON GPS OBSERVATIONS Concrete N -M c, I'll 65.41 PERFORMED BY BL COMPANIES IN SEPTEMBER 2019 AND REFERENCED TO C.O.R.S. BW=9706 /� � / �Or'c e �� % ! % „JNK-MO�`' Go O \� Street \ BASE STATION "CTNE" LOCATED IN NEWINGTON, CT HAVING THE PUBLISHED ----T4V_=114.00 0, �' \ UN -MH UNK- O 0' Name Si oncre e k Cross Walk COORDINATE AND ELEVATION VALUES AS DESCRIBED IN NOTE 2 ABOVE. LOCATION MAP - ' ' Fuelin S anon' \ co � � �'" .,.• oncre e Walk , „ Inv=97.4 / i , 9 1' // N - ' _ E eb- E MH- S6'22 20 E 4. PARCEL IS LOCATED IN A FLOOD HAZARD AREA "AE"�. E E _ - _ BASE FLOOD ELEVATION NOT TO SCALE 487RCP H ' CB-215; Canopy'' �' • • r/// o\ w I E ----E----�E E - -_ ----- E AL CHANCE FLOODPLAIN AND - -_- _ 11 55 DETERMINED) AN AREA); q�_ _� � I \ M RMINED) D FLOOD HAZARD AREA "AE" (FLOODWAY AR AND FLOOD ZONE / , . . / MH-102 Brrck PaxeL_ - -- 2�t f12P�- --- �" X , (A DETERMINED ,' (AREAS E MINED TO BE OUTSIDE 1H 0 2?6 ANNUAL �\ Rip Rap T--_-' , � , , , ,� � - - �-- --------------- ---- ------------ I �\,yip M ) -_--__--- --- - - nc Curb " TW=132.1 �p FLOOD ZONE X (SHADED), (AREAS OF 0.2.6 ANNUAL CHANCE FLOOD), FLOOD LINES o E 4» TW=118. �� Conc GRAPHICALLY PLOTTED AS DEPICTED ON F.I.R.M. COMMUNITY PANEL NO. 09003CO383F TF=118.05�"� a /` / Walk PANEL 383 OF 675 EFFECTIVE DATE: SEPTEMBER 26, 2008. -1 - �ucrrvvrrt i.___ ' -t0_ / Ira i / /� - v" \ NiH-OV1 BW=93.40-� 1'' _ \\\jl+ \� ' ' ' '/ - nc curd n � ,, _ CM MH-104 \ _ u / \ / \-' / � / � > Conc Curb -' 8" ` `b 5. Tt1E UNDERGROUND UTILITIES DEPICTED HAVE BEEN PLOTTED FROM FIELD SURVEY TW=112.63 \ OS 214 • • / `� y /l 3> - CB-213 ��\\\ \� Booth // o dD1S O' c o 8 BW118.48 g 3» 9 3� 4 San MH INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT TF=134.71 THE UNDERGROUND UTILITIES DEPICTED COMPRISE ALL SUCH UTILITIES IN THE AREA, �'�- _ 3" `� 6' �\\ Bit �` % O NOf �/ I \ lO _ EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER BW-90.0f \ \ avement : �o \ 3 `-BW=117.39 „ \\ \ lnv(S)-126.3 R DOES NOT WARRANT O ���o 1�, �\ �/ �o // �- Easement To The //Brick Paver �' TW=124.07 ♦, BW=119.48 3 \\ ` Inv(NW)=126.5 THAT THE UNDERGROUND UTILITIES DEPICTED ARE IN THE EXACT LOCATION INDICATED N / TW=112.08 \ 8y \ \ Fuel Connecticut Water Company wv Bit 2 �, \ THOUGH THEY ARE PLOTTED AS ACCURATELY AS POSSIBLE FROM INFORMATION �b - \Emergency \ Cross Walk Conc Block Retaining Wall U \�- nv(NE)=126.4 g y Station ,,,� Vol. 1992 Pg. 43 ll Pavement 9 \ AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY EXPOSED THE UNDERGROUND Shutoff / .� \\= UTILITIES. PER CONNECTiCUT STATE LAW THE CONTRACTOR SHALL CONFIRM THE Bit // \ \ / �Q Kios \ // 3» TW=132.20 \� LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF EXCAVATION. CALL ° \ Pavement �// \ \ 3" 3" 2" 1�rb 3" 3" Conc 3„ Conc vrb J. \ \ L!J `� Q O O 3 / BW=119.50 o \ \\ BEFORE YOU DIG 1-800-922-4455. Q �0// Transformer//"� 7 O TW /'Detention Basin �� V�. \ ����// 7 \\ \ / 3'i 3 // I a \\ CA 6. SITE IS CURRENTLY UNDER CONSTRUCTION, NEWLY CONSTRUCTED FEATURES DEPICTED ° r, G_° // / -2rc 1 1 - lw - - - , - -- - t + -- . HEREON REFLECT THE SITE CONDITIONS_ AS_ OF 1n/19/9n9t etvn IipneTFn rn U ( 7 ) ( 3 ---- _ o Easemen t To 11/08/2021. FEATURES DEPICTED IN HALFTONE ARE FOR INFORMATIONAL PURPOSES °o G°c c° / �. Q MH-103co�Oj�f �� o�G ���� - -- - 3" \ \\\ ` ONLY AND ARE NOT THE RESULT OF A FIELD SURVEY. e Chain Lank Fence \ �° j � //a CoxComm, Inc. y Riparian Buffer `� _ -_ __ __- -_ t \\ Vol. 1753 Pg. 68 CB-212 � �� ]��TF=114.40 Sfm MH 3 //Boundar\ Y 3„ BW=116,34 \\ - `'-- Vol. 2428 Pg. 67 To Pi e-104.7 --- \\ BW=89.8�` n P P = ° - --- f m W �J II OCS-216 Valve Pit TW-133.53 - ,r - \�\ PARKING SPACES w v Z III Grass I �� 3� o // + t 11 12 + t Ca t Return + f 12 (1�) 11 11 8 2 \ \\ C TW=110.73 ?Ii I o " I 10 / -- - - - - Bit _ - - - - --a Grass �_- , „ U _! c -2d3 \ S9'14 21 W Conc ,Curti �N o 12 3" Pavement o �n\ REGULAR 658 LIB -- d \\ 466.89' z W 6 Goy Card llCi�b - - - - '`5 i \\ C nc Cur 3» 3 Q -- --- --11- 11 - - -v �. /r - \\\m ADA ACCESSABLE 16 O W z U BW=89.8 9 I I 11 I 10 / U c c \\\� U Z 1 \\ - - o o I \\ - / TOTAL 674 O / � ar U U Bit Q11 1 0 o Return Pavement c Bit III .. 1 \\ 3 U - „_ - --- \\ 0 W G Pavement 1 \\ l 3 CB 536 Cart Return \� O TW=110. 11 I // __-_ - -- _- ----- - Easement To The J U Walking CB-208 MH-206 II 24'HDPE ~ \\N MH-602 3„ 2" `"\\�! Connecticut Wafer Company Q Trail II - I \\z / 3" 3" » TW=134.88_ Vol. 1703 Pg. 290 z BW=99.0-� � -E 12 - 1 o 11 3 3 1� 10 o Grass \ O - 18' -- ` J - -- - 30 HD E - - - --_ -- _-_ -- - - --- -- HD \ �\ „ --- -- \\ U II -I 0 17 = I 3„ - T- 3» -CB-202 3 -__ ___ \\ N/F 8 ---- ---IA 11 ° 110 ' 3 - - - ,,__ CB-200 0� �' Y P - , 1 \``'I Os Cart Return 10 _ , o �, \\ Realt Income Properties 21 LLC O z �\ I MH-2os \\ Bk. 2415 Pg. 1 -- - MH-211 //�, -O �CB-20i �'__ v \\ #100 Cedar Avenue = Q R---CB-207 I CB-210 I ❑ I (HDS 211) i (HDS 204) //�� 3 + f N - J .. Bit l/ 7 9 io \ " " N = LA Fitness i I I Pavement //`� 2" 8W=114.04 \ �- - - 11 3P i L 3" J. 10 10� Existing Easement To The Connecticut O BW=93.o IIW 11 10 10 / 3 a o -� L o _ TW=135.05 \\ Light And Power Company O l p °' - a ° v Si. U � � a; � Grass �,� /l \\ � Vol. 1747 Pg. 159 TW=110.70 I I Z p o 3� °' _CB-538 II 3 I 11 10 �, 3 10 _ _ \\ And The Southern New England I U 3 c> � + + 2 3" \\ Telephone\\\ Vol 992 Pg.Company4 MH-2?6 �` � `�`' � TW=135.06� N\\ MH-600 o, - 48'HDPE = (HDS 218) ~ Bit �-Approximate Limits Of // -, 3" 2" 3" 4„ 3" 3" \\ O (� Curb San MH BW=113.87 •o --- ----'- y Pavement I Underground Storm Water // � nc �� \\ � San MH o I Detention System // 3 3" on n 3" Co rb Conc Curb Co rb C° TF=113.91 a,� TF=137.44 1y O I I CB-206 1 I I ', Curb Cur 3 In v(SE)=109.5 �a\ In v(N)=123.6 / Elec 12 11 2' a> Bit inv NW=109.6 �t�`\ \ E E o I O I L Pavement Pavement wv ( ) \� In Transformer I -- -- �- -- ---- 8'DIP r wv - --- w w w w w w w w w w -w II w w w w San -�w w w \ E Conc C rb i Conc Curb n c ;Curb �F=1115.62 CB- 0�' \U • • • • • • • • • • • • • • Conc a • • • • • • • • - c oneCuYb CT IC curb o c urb \ \ r 2' ^ Concrete Walk So Gease Trap U - -- U 12 3„ 13 bStm MH Chain Link Fence I I ���JJJ / Btm=1,05.8 TW=135.18� I I �. 44. Dec MH �� - s%/ 8 BW=113.6 Dec Easement To Yankee // FF Elev=117.06 s A \\ HH as Services Company TW=109.32 �`CB-205 TF=115.40 Concrete Walk San MH-�,* �-_a P y BW=92 0-�' ~ ~ CB-310 Ill _ FF Dev=116.83 TF=115.76 s \\\ N Vol. 1997 Pg. 84 N� \ \\ \ A=79'36'13" 0 6 9 // - - _ _ _ _ - _ _' _' - _' Concrete s \\ R=20.00' CY) ° 5 _ TW=115,06 OI CostcoBWholesale Corporation L=27.79' tri tri U t Conc Curb l/ \\ U, ° - �� rw�11 6.29 , k. 2859 Pg. 71 ;_ `' Q ° o x \\ o #1220 Tamarack Avenue FF Elev=117.04 Conc Block \\ ) CHD=S30'35'08"E :n E E -- 4 o O5 oc ,. 3" / t _ Retaining Wall _ \\ �l o o E o o t UU G _ " • FF Elev=117.04 �_ ` 25.61 Easement To Yankee CV 5 i c� Zr I 7 J�� BW=103.63 gW-99 42 MH-603 + f o Unit 12 San MH BW=- N� Gas Services Company ci ci a a - G / \\ 5 TF=114.00 14.66 c' �" Vol. 1747 Pg. 164 Pavement \G°�G l� \ l24'RCP / - \\\pit =O In v(S)=108.7 '_ _' 93 _ .rL3'14"E W m M M m / / Inv(NW)=108.8 HDS 500 S'0 ..•�'� W m N N TW=110.10 o TW-114.45 /Y/ Pa en t v \\ �' + / W ¢ ¢ ¢ ¢ '�o 7�� 3 Chain Link `' \ "_.• - TF= 12.6, v, t° Back 119•52 I ai m m Fence On / ,F =117 0 wren Dra/n�_ DPE Li m co BW=93.0 - Po r to a a v o o 4 Top Wall �o _ _ _ ---_ - I��i_ a e \ F c Cro o > > > > TW=110.87 ��%� Ln�qJrb LL --3" Rip Rap BW=96.76 - \\ o re \ Wa/ ° ., 9 14 \\ FF Elev=17706 \�' N "' TW=113.13 / BW=102.12 O-, San MH TF=1.12.60 \ I R 2" \\ Conc TF=116.39 1i�1/--501 _ \� _ MH``� 3101 t AR__ Q N r N FF Elev-11�06 - w _ o N cat o CV TW=111.65 / c� \\ Walk In v(SE)=112.7 San MH z o o cl ci BW=111.30 3» / 2„ c" CB-ill 3„ In v(SW)=112.6 TF=117.03 \ 1.."--- --� u� m o 0 o c�•� 1 3 Inv SW=107.7 San MH 6'PVC Cur W > is N Chain Link Fence 6'PV ONE STORY COSTCO" BUILDING ( ) Sand Separator 8 COnc • In v(NW)=107.8 P Q.0 C Z TF=116.99 San MH '�'I I, T �- U e J o lnv(N)=107.8 Sand Separator 6'PVE.' a 1 0 \ V z Cj r; q W �� " .' FF Elev=116.78 Easement To Yankee TF=116.96 `� y = II AVE Curb LEGEND o TW=117.70 Gas Service Company o \ Co '� P y II 11 6 `�j 'r '/� � Surveyed JC/KJlRL/TW _ San MH Vol. 2700 Pg. 159 c BW=101.70 Air��Stotion - _ TF=117.19 11 I 6 San MH V Drawn is. Inv-N A • •I t • L I��r 3" San MH TF=137.59 F- Reviewed PJC �- - - �- Property Line O MH Manhole • - / Transformer 7M • _ Bolted �` I I \ TF=137.18 In v(N)=122.9 Q Scale 1"=40' San MH Easement Line 3>, TF=117.20 Trash Compactor I I j o n v(N)=12.4 In v(SE)=122-8 b Fire H dron t P i I V) , " Project No. 1800129 y o Q+U Inv=N/A W I�' 3» S913 36 W Retaining Wall owv - U �n Bolted I to Grass m 34.66' Date 10l15/2021 Water Valve ° Q 8" Valve _ I I B _ ` 3X00 s s Sanitary Sewer Light Pole w TF=117.16 3 I „ o Son MH 1 5• g w Exist. Dec HH II Approx. Inv=112.5 6 Fire Connections I III Stm MH Easement To The _ CAD File: AB180012901 c c Gas Line a-�T I 8" Fire Service Line I I Stm MH 3, o wv1 tm M Company o � Sign � N Connecticut Water ----------- Storm Sewer Bollard = San Grease Trap 8" Valve �, I I TW= St �H , Vol. 2684 Pg. 289 Title Guide Rail '� Handicap Symbol `� 8" Fire Service Line II I I II 128.49 i (Unit 5) IMPROVEMENT co 5X LOCATION x x Fence 0 Irrigation Control Box MATCH LINE SHEET 2 OF 3 Q SURVEY co Cleanout ( TO MY K�O DG �►N BELIEF THIS MAP o `�1 J Deciduous Tree %%a%1111'lluu Q Handhole ����` �F CONNFO, '�., o �� 'I'l � IS SUBSTA A Y R E T AS NO H EON. N 00 Electric Meter �I �Q',• <F•• G q - - Coniferous Tree �� •;.•COq Nc''''' u�..V s•. I �Z Sheet No. 1 Of 3 ocv Gas Valve o •o = ` 55: - P ICK J. COR S JR. L.S. 0015 SEE SHEET 3 OF 3 FOR STORM ®GM Gas Meter ? No.70015 TW=123.45 Top Wall Elevation GRAPHIC SCALE < AB- 1 ❑ CB Catch Basin BW=123.45 Bottom Wall Elevation DRAINAGE STRUCTURE INFORMATION 40 20 0 40 ,,lgNO•.,,,. ��Q``��• NO CER11Fl ATiON IS EXPRESSED OR IMPLIED UNLESS Ca '�.,,, SURD �.� THIS MAP BEA� S THE ORIGINAL SIGNATURE AND EMBOSSED `rrrll111U►111`` SEAL 0 THE ABOVE NAMED LAND SURVEYOR. y SCALE IN FEET x ©2022 BL COMPANIES,INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON,FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. MATCH LINE SHEET 1 OF 3 BW=100.45 8 C7 C TW=117.65 I RCP 8" Fire Service LineKv � � CB-312 I I 18 t Tall Surge Tank , II y II 4" Domestic Water I I 3 I :c v I m d=39 37 39 ­2 -0ilw II L I fill R=193.00 U > c Ilo II U ONE STORY "COSTCO" BUILDING CB-302 I I Ccl c�Pet 3 WI ° �/ I I ICU L=133.48' Q W W San MH coTF=116.38 1100 W I I __ __ Inv TF -111.6 II- �, CHD=S29 02 25 W �- ( )- a o I I San MH San MH I I 't zl m 130.84' ILL In v(SE)=111.6 11 � =I I .- _ _- TF=116.71 TF=116.07 I I v m NI 0 3 San MH In v(SW)=111.6 I I R ao a� I ° FF Elev=117.03 /n v(SE) c, ° I !n v(NW)=105.2 TF=135.01 O °p °L' Inv NW=102.7 FF Elev=117.03 1 I U / I I I I FF Elev=117.02 ( ) ( ) I o ( ) Inv NE =105.3 Easement To The Inv SW=102 5 FF Ele v=117.02 1 I 115. TW= � I I v FF Elev=116.98 MH-502 I I 131. 3 Sal _ Connecticut Wafer Company I I FF Elev=116.99 MH-503 FF Elev=117.02 I / t� FF Elev=117.00 WII 3" r MH-313 I I I MH-504 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FF_ EGev_=117.01 _ _ � � 1 �. 3p' / Vol. 2684 Pg. 289 W -Conc -Walk zl l B 3 3 I (Unit 5) Outlet Structure W TW=117.62 ,_' %-Conc.Wak - _FF_Flev= d I I Grass / I I • _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 11 T.03_ I 355 Research Parkway BW=98.31 r one _ 'KI l 3 l Meriden,CT 06450 Conc --- - - ----- -- -_ _____ ------ Easemenf To The Connecticut Light San MH i iQ Wolk Walk --- - -_---j4'HI7PF - _ _ ---- - / / / And Power Company g (203)630-1406 TF 116.84 8'PVC urb - - - - P �' (203)630-2615 Fax s s s s s ^� s s- s s s s s s s / Vol. 1747 Pg. 159 In v(NE)=110.1 MH-32t� _ L CB-3O6 dm t 304a �� / Detention Basin _ �8,� Bit �„ c�, _ __ c G c pavement ow �W= / And The Southern New England !nv(SE)-110.1 MH-505 y Pavement -� ) Q/� / e w w -w-�- w w w '� 8"Wa r w 9S HDS 319 - O,oe� _ _ -_- _-- _-=_-- � III w -w �y w w -w��€_ � � 7' 31.29 Telephone Company _--= C8-314 •► MH-319 ------------- --- - - Vol. Pg. 144 W / TW=117.62 I �,, �// G Conc Block Retaining Wall / Z Inv=98.6 Conc Curb 1 '%I P -- \ \\yQ� �// / / oQ� BW=115.96 / BW=115.30 TW=124.57 �/ / S48'51'15"W 24"RCP// / \\ o ° //�0 TW=1 h .59 BW=115.20 TW=129.95 TW=117.72 ! // ' Bloc TW=117.07 \ \ ° ` off //iE Sanitary Pump Station Chain Link Fence Grass 138.32 BW 96.52 Retoin�n a� // SO' / Rip / BW=98.22 9 H-506 \ Panel �--- ROp BW=100.88 CO /// TW=108.28 o Chain Link Fence In v=101.4 In v=10 1.5 In v=124.7 ° \ --� 36'RCP/ CB-309 I I CB-308 Temporary Construction Easement 24'HDPE l °� Temporary Construction Easement Inv=101.2 /n Favor Of Evergreen Crossings / / In Favor Of Evergreen Crossings R, %� Concrete Wingwal! Retirement Community LLC /" Retirement Community LLC 3 Vol. 2649 Pg. 282 ! I Vol. 2649 Pg. 282 TW=115.65 00' Rip ROp BW=96.06 �' TW=108.34 =49'35'48" Easement To Yankee 953• Easement To Yankee R� Easement To The +25 Easement To The Gas Service Company R=145.00 Gas Service Company + N67*5S �'O I Connecticut Wafer P y Connecticut Wafer , Inv=95.1 ° Vol. 2700 Pg 159 Company L=125.52 Vol. 2700 Pg. 159 �, 1 Company Exist Son MH Vol 2684 Pg. 289 " ' /nv=95.0 CB-316 a I Vol. 2684 Pg. 284 (Unit 5) CHD=S24 03 20 W I I TF=131.67 -+" N21'252.42'-� N79'33'16"W �� CB-317 (Unit 4) _ � 121.63 � ( gpprox.OLoc. z 33.20' _ _ TW=113.59 "lTD ' I I Of Dec Box O S60'21'34"W CB-400 / _ -�. L_ - Approx. Loc. 17.12' BW=104.22 H-410 w - � � v 1 ' Of Comm. Box o -W�_ w- ----w Ifwv , Son MH �..� - 3 Dec, w -�-w w 1 r E Top Vertical V�tica! N43 22 55 W Inv=1o5.5 o VFw �E E E-�E o E P 88.21 Exist 24'HD .5 w/ E E 6" PVC Clean a Existin Easement To y Conc Out Pipe Pipe Abandoned _ Q g - Walk =128.0 The Connecticut Light ODuring Construction MH-407 And Power Company 8VC SDR35 W MH Gravity U TF=112.28 F 15'HDPE Vol. 2700 Pg. 155 �� J° p Brick Paver UNK-MH COMMUNICATIONS �° \ MH-408 CB-402 V°c ocG _ c> Cross Walk Z W TF=112�b a, �I" � � co G 6 Exist San MH � L W NSF Stm MH � Pre \- c iy 5QA\ O G° Elec Box TF=128.4 7 O W Z Evergreen Walk, LLC TF=109.19� 1 No e �o� o� \ F �;�� F 6 In v=119.3(N) Bk. 1169 Pg. 4 D i9n 0 O� �OQ11 CB-405 FL=119.3 U Z YD-408 Brick Paver �' o \ SO'44'57"E Q Q Unit 3 Cross Walk c�^ ��6\ MH-406 j� �, / Grass LL Grass ' � 6\ \ CB-401 / ��. � 15.08 O W U N17 30 0.2E \� -_- �1 Easement To The -J V \ 42.63' cv G\ 01 / Connecticut Water Q I Q 12'HDPE F�\ �i Company� O . . : Vol. 1so8 P . So Z • " I I r " FM " Far N10 26 44 E N21 20 26 E 3 /g9 Existing Easement To The .__I Q �!_ . CB-404 Connecticut Light And Power O � 7 54.06 99.00 Conc Walk Company And Cox Business N67'58'25"W 30' / Services, 1619 Pg. 104 T 19.15 .==- Vol. 0 � Vol. 1682 Pg. 151 i Existing Easement To The J Connecticut Light And D / Power Company < I ' o Vol. 2700 Pg. 155 O I m . ' �I � o _3 N/F A--10*34'04"--''- o%� Evergreen Walk, LLC R=500.00' Jzz:1.40 Bk. 1169 Pg. 4 L=92.22' Unit 2 CHD=N16'03'24"E va 92.09' / 'T N53'50'07"E N104622"E-'� Slope Easement To The 53.78' , Q 17.551' LEGEND Town Of South Windsor ui u; Vol. 1660 Pg. 314 S5'12'43"W m ui vi E E Easement To The 141.23' - - -- Property Line 0 0 0 M Connecticut Water Company - - - � � U U Vol. 1703 Pg. 290 + + Easement Line 00 a_ a_ U_ » �' A A Retaining Wall g m m m m 0 574.OtJ� + ' Q s s Sanitary Sewer Q v "0. v v r �253.0� c e Gas Line o 15 o urb --------- o > ,► i 'I ' on c -- Storm Sewer °' a a a a .u"I ��' '' �!l�E -\ Slope Easement Guide Rail W - A�ri • -�� To The State Of N N N = pAR �� Connecticut x x Fence o N N o N wo `:: - Vol. 694 Pg. 239 v_� m o CO o N CE �� Map 1368A co Cleanout a Cono C� ��� O Hondho/e r curb .-7-4 84 0 - ' Con Electric MeterUJ 13 ocv Gas Valve Surveyed JC/KJ/RUTV11 Drawn is. Z rb '�'+ Easement To The Connecticut � Gas Meter Conc Cu + + Light And Power Company Reviewed PJC Vol 1747 Pg. 159 \ ❑ CB Catch Basin Scale 1"=40' T I� Easement To And The Southern New Z Q MH Manhole.�- CoxComm, Inc. England Telephone Company Project No. 1800129 UVol. 1753 Pg. 68 Vol. 1992 Pg. 144 _& Fire Hydran t Date 10/15/2021 I� al'n' Water Valve CAD File: AB180012901 .,. I Light Pole -°� Sign • Bollard IMPROVEMENT Handicap Symbol LOCATION Irrigation Con trol Box SURVEY SEE SHEET 3 OF 3 FOR STORM Deciduous Tree \I/ Sheet No.2 Of 3 DRAINAGE STRUCTURE INFORMATION GRAPHIC SCALE ,j\ Coniferous Tree 40 20 0 40 TW=123.45 Top Wall Elevation AB- 1 BW=123.45 Bottom Wall Elevation SCALE IN FEET Q2022 BL COMPANIES,INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON,FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. 0) N G � .L Eb W 0) Z5 W U .� > Q W W J STORM STRUCTURES STORM STRUCTURES 355 Research Parkway STRUCTURE NAME TOP OF FRAME INVERT STRUCTURE NAME TOP OF FRAME INVERT Meriden,CT 06450 CB-100 113.56 INV=108.6 MH-102 116.60 INV SW 1 0 101.1 (203)63 0 0 2615Fax INV(NF)-9R R CB-200 114.58 INV=107.98* INV SE =107.0 MH-103 114.67 INV(SW)=102.50** INV(NW)=99.74** CB-201 114.61 INV(NE)=107.1 TOP HOOD NW =111.1 INV SE =106.0 INV(NW)=98.4 CB-202 114.15 INV NW =106.18* MH-104 112.95 INV(SE)=N/A CB-203 114.20 INV=107.9 INV(NE)=107.14** INV(NW)=103.5 CB-205 108.70 INV=103.9 INV(SW)=105.0 MH-206 111.11 INV(NE)=105.29** INV(SW)=103.4 INV SE =103.40** CB-206 109.34 INV(NE)=103.4 INV(NW)=103.2 INV(SE)=103.60* MH-208 INV(SE)=103.3 (Hr)S 911) 111.11 1ST WEIR(SE)=103.7 CB-207 109.55 TOP HOOD=106.8 2ND WEIR(SE)=104.2 CB-208 109.53 INV=105.1 INV(NW)=105.4 MH-211 114.32 INV(N)=105.3 CB-210 110.84 INV=107.0 (HDS 204) INV(SE)=105.45** CB-212 111.49 INV NE =107.8 MH-216 109 96 INV(NW)=103.56** INV SW =107.80* (HDS 218) INV(SE)=103.56** INV(NE)=108.1 , - v, INV =108 z CB-213 112.73 INV(SE)=108.2 MH-301 116.98 INV(N)=108.5 TOP HOOD(SW)=109.6 MH-313 116.90 O a• z 7a -9 OR INV(SE)=106.0CB-L 15 1 1 J.JV INn CB-300 113.02 TOP HOOD S =110.3 INV(NW)=105.1 INV NW =109.8 MH-319 115.27 INV(W)=105.5 TOP HOOD(SW)=110.4 INV(E)=105.00** CB-302 115.97 INV(NE)=107.95** INV(W)=105.3 t�1 MH-320 115.31 INV(S)=104.7 O U CB-303 116.03 INV NE)=107.4 (HDS 319) WEIR=105.3 ^ I.1..1 INV(SW)=107.42* INV E =116.6 11 CB-304 115.80 INV NE =107.3 MH-406 122.25 INV NW =116.8 n/ z U TOP HOOD NW =110.1 INV SE =108.2 L.•LL.� zUJ INV(SE)=107.1 MH-407 112.94 INV NW =108.3 CB-304a 116.22 INV(NW)=107.05* MH-408 112.34 INV S =107.00** O W Z INV(SE)=107.0 INV E =108.5 U O CB-305 116.12 INV(NW)=106.82* MH-501 116.96 INV N =110.8 INV SW 115.99 =110.8 W CB-305 INV(SE)=1065 E =108.9 O 3- U INV NW =106.40* MH-502 116.42 I _ INV(SE)=105.9 INV SE =105.5 CB-307 116.20 INV(SW)=106.00* MH-503 116.83 INV SW =105.5 INV(SW)=105.7 INV(NE)=108.0 Z CB-308 II3.99 TOP HOOD(NW)=109.5 MH-5O4 1 1/ �` INV(SW)=100.6 J W C Q CB-309 114.11 INV SE =105.4 INV NE =100.3 G INV N =105.40* MH-505 116.79 INV(SW)=98.8 CB-310 114.68 INV=111.7 O ~ z INV1c)-1 n,nc5 T n.... �,,,. „. ..,, n.Ivl�Icl-ins n�** _ CB-311 115.65 INVkN)=IIU.6 MH-OUt) 1 t4.� u./11.L!-1VJ.VJ** INV SW =109.91* INV(NW)=104.49 + (V -i- INV N =109.5 CB-312 116.10 Z INV SW =109.40 MH-600 137.44 INV(NE)=127.00** CB-314 116.06 TOP HOOD SE =107.4 INY NW =105.8 MH-601 134.02 INV NW =122.8 O INV S =122.6 O CB-316 112.49 TOP HOOD=110.0 MH-6010 130.78 INV SE =120.7 U vJ CB-317 112.55 INV NW =107.4 INV NW =120.8 INV NE =107.50* MH-601b 118.33 INV SE =113.8 CB-400 111.95 INV=108.98* INV SW =113.7 MH-602 116.12 INV NE =109.2 ^ „ INV(SW)=109.0IN V(SE)=11L.L VN CB-401 117.12 INV(SW)=112.3 MH-603 115.61 INE =107.1 l l TOP HOOD NW =114.0 INV W =98.8 INV SE =119.6 OCS-216 114.19 INV SW =102.8 CB-402 124.92 INV W =119.92* INV NE =102.7 OS-214 113.30 INV NE =109.8 CB-403 111.97 TOP HOOD=108.8 INV SW =109.8 CB-404 117.19 TOP HOOD=114.0 YD-408 110.84 INV=107.75** INV=X** CB-405 124.95 TOP HOOD=121.8 (INVERT FROM DESIGN PLANS, COULD NOT CB-536 114.50 INV=107.98* BE FIELD VERIFIED) CB-538 114.99 INV=110.6 INV(NE)=108.4 MH-410 112.08 INV(SE)=108.6 INV(S)=107.4 c c INV(W)=105.5 0 o E E INV(SW)=108.4 HDS-101 113.95 INV(NE)=108.4 WEIR=108.5 U v a a HDS-500 116.23 INV NW =111.75** INV S =111.0 m' CO m 0 W INV=X* m m (INVERT SUPPLIED a v v 0 m o. 0- o. n. BY CONTRACTOR) ❑ > INV=X** (INVERT FROM DESIGN PLANS, COULD NOT Z O O N Cm 0 N N O N BE FIELD VERIFIED) > o a w ❑ \- 6 Z N M 4 Surveyed JC/KJ/RL/TW Drawn is. Reviewed PJC Scale 1"=40' Project No. 1800129 Date 10/15/2021 nent=ile: nRtunnlg4nl IMPROVEMENT LOCATION SURVEY Sheet No.3 Of 3 AB- 1 Q2022 BL COMPANIES,INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON,FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.