HomeMy WebLinkAbout185 Commerce Way - Building Plans & Draw GENERAL SITE PLAN NOTES: AT ISSUE
THE DEVELOPER SHALL NOTIFY THE TOWN ENGINEER'S OFFICE 24 HOURS IN ADVANCE TO ALL FRONT LOT CORNERS ARE TO BE PINNED/STAKED AT THE TIME OF SUBMITTAL OF A 3- 1 6-1 1 CONTRACT DRAWING
SCHEDULE INSPECTION OF SUB-BASE, GRAVEL, PAVEMENT,SIDEWALKS,DRAINAGE REQUEST FOR A BUILDING PERMIT.WHEN A CERTIFICATE OF OCCUPANCY IS REQUESTED,ALL LEGEND 3-25-1 1 ADDITION FOOTPRINT
STRUCTURES AND PIPES, SANITARY SEWERS AND MANHOLES. LOT CORNERS MUST BE PINNED.
4-28-11 ADDITION FOOTPRINT
ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH TOWN OF SOUTH WINDSOR ANY EXCESS EXCAVATED MATERIAL MUST BE DISPOSED OF IN A SUITABLE MANNER AND --- --- EXISTING CONTOURS
STANDARDS AND CONNECTICUT D.O.T. FORM 814,AS AMENDED LOCATION ACCEPTABLE TO TOWN STAFF. 5-9- 11 WETLAND APPLICATION
EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE., 82,00 EXISTING SPOT ELEVATION 5-31 -1 1 HAYBALE E&S CONTROL
ANY APPROVED EXTERIOR LIGHTING SHALL NOT BE DIRECTED ONTO ABUTTING PROPERTIES FUTURE BLOCK 82,00 PROPOSED SPOT ELEVATION
EROSION AND SEDIMENTATION CONTROL HANDBOOK" PREPARED BY THE SOIL CONSERVATION OR ROADWAYS N/F RETAINING WALL 6- 14-1 1 FINAL APPROVAL
(o EXISTING CATCH BASIN
SERVICE 1985 REAL GROUP LLC, TOW EL.78.50 I I I I o 0 ❑
NO SITE IMPROVEMENTS SUCH AS DRAINAGE, SANITARY SEWER,SIDEWALKS, EXCAVATIONS, HANDICAP PARKING STALLS SHALL BE MARKED IN ACCORDANCE WITH STATE AND TOWN
V OL.939,PG.122 I I I I //'�102 d 150 w METAL HALIDE EXTERIOR WALL PACK
REGULATIONS I I I I I / / i1 N to
FILLING, PAVEMENT OPERATIONS, ECT.SHALL COMMENCE UNTIL THE SITE ENGINEERING BOND I I I I I I / //�/� SILT FENCE EROSION CONTROL
AS REQUIRED BY THE PLANNING AND ZONING COMMISSION, IS POSTED WITH THE HORIZONTAL DATUM BASED ON M.D.0 10'x10'CONCRETE I 1 I \_ii//
TOWN OF SOUTH WINDSOR. DUMPSTER PAD I I I I //// / /// �� ® e - STAKED HAYBALE EROSION CONTROL
THERE ARE NO WETLANDS ON PARCEL w/GATE I
NO STUMPS TO BE BURIED ON SITE. PARCEL IS NOT AFFECTED BY 100 YEAR FLOOD PLAIN
STABILIZATION FABRIC
AN AS-BUILT PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO THE I -
REQUEST FOR A CERTIFICATE OF OCCUPANCY. ALL ROOF LEADERS SHALL BE TIED INTO STORM DRAINAGE SYSTEM R1z� J\
UTILITIES TO BE TAPPED OFF EXISTING BUILDING j8
ANY ADDITIONAL SEDIMENT/EROSION CONTROL MEASURES DEEMED NECESSARY BY STAFF
DURING CONSTRUCTION OF ANY SITE IMPROVEMENTS SHALL BE IMPLEMENTED BY THE THERE SHALL BE NO OUTSIDE STORAGE ON SITE _
DEVELOPER. IN ADDITION, THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE, 1
D
REPAIR, REPLACEMENT OF ALL REQUIRED CONTROL MEASURES UNTIL ALL DISTURBED ARES 69-52 C.B. 21,20' X j7'30 7g•50 �t N/F
HAVE BEEN STABILIZED TO THE SATISFACTION OF STAFF. EXISTING BUILDING 5.00 �\c VPRD �TF 3.9E G ,.- N STATE OF CONNECTICUT
VOL,625,PG.469
THE USE,STORAGE, OR DISPOSAL OF ANY MATERIALS NOT IN ACCORDANCE WITH WHAT IS \o' s;l 9 ` v t
SHOWN ON THE APPROVED PLANS, OR REQUIRED BY ANY REGULATORY AGENCY,MAY RESULT ToO n
IN THE IMMEDIATED REVOCATION OF ANY PERMIT/APPROVAL GRANTED BY THE COMMISSION.
0
' Pos@ 5ele g0'4o X oHD - "--'1 a PDS ENGINEERING &
`TtZIHt O�'S'Otuch MARSELLI PRECISION To C3 - CONSTRUCTION, INC.
x c>• AUTOMOTIVE o `
1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT D6074 \\ �O i' \ •'W - q1 �-• rn 1
TELEPHONE(860)644-2511 \\ �) /,� $°� B, D�IN�p DER a 2-M �S'
\ _ LOT AREA 107OldWindsorRoad
PLUNGE POOL REPAIR NARRATIVE
\\ 2p,00 p 36�85 Sq. Ft Bloomfield,Connecticull.06002
II 0.849 Acres
Certified#766a136660e145786772 w\�\ fir' C a 1 Z m I I 1. REMOVE EXISTING 12 RCP FLARED END Telephone:(860)242-8586
June 6,2011 \ \\ „POS 1 7.40 1 �c 1 'oo O I rn _- � 2. INSTALL HAYBALE CHECK DAMS FAX(860)242.8587
\�\ \® \\ LF 12 I 73.4 ") I ec 1 - = I ` I 3. EXCAVATE FOE GABION BASKET RETAINING WALL BASE
POS Engineering&Construction.Inc. \� TF 72. 6\\ 55 O'eev' 3 5(8") I $ m t 1
Attn: Chris Eseppl ,, i$ 72.24\\ O,pO rtj I 4. INSTALL FILTER FABRIC
107 Old Windsor Road \✓ 12'CPP� 7z.E 7 / - / SITE ENGINEERING
Bloomfield,CT 06002 \d1- ;, `.P 'V' �- S '90 7 y,00 X m g I I 5. INSTALL FIRST COURSE OF GABION BASKETS
RE: Appl.#11.09P-Satellite Too]Co.,185 Commerce Way \-0 - �- ) o�. / °'- X �901jUREr � i -/ PDS ENGINEERING & CONSTRUCTION
6. INSTALL 12 PROCESS GRAVEL
R`P- C G y �8 z 1� U pND / 7.COMPLETE GABION BASKET WALLS 107 OLD WINDSOR ROAD
Dear Mr.Eseppl: \ (\� Ex\5�\5. \ N� N ,.�, hg `s, 'o n ? 1Z EXFSN.FLR. BUILDING
0 50G pUf Ws Gp \\I 8.CONSTRUCT RIP RAP POOL
Al the June 1,2011 regular meeting.the Inland Wetlands Agency/Conservation Commission approved Appl. -+'-- - - / 9. INSTALL FLARED END DISCHARGE / BLOOM FIELD CONNECTICUT 06002
#11.09P-Satellite Tool Co.-185 Commerce Way-IWA/CC application for the construction of a building +� O 'O o>. 8 60-242-858 6
` ' p -1 10,00E SF 1 '
\ Z � ' o, \ / & RIP RAP CHANNEL TO PROPERTY LINE
addition and associated Improvements an properly located north of Commerce Way. Industrial(I)Zone,with \ ` / \ o •1.6 D ., p ,�p 179 COMMERCE WAY QP ,4l'
the following conditions: \ V �C \ c�9 �G� O- �o ]CI 0 - O $TQ
\ W 78' 0 ,aa x: v o N 1Z D
1. The final approved copy of the entire set of plans and this[slier reproduced thereon must be 1\ -1 N' X W,ns�' Oi o '' i5 m SIDE (AR �-78 OWNER
submitted to the Planning Department. This must be completed within 65 days of approval prior \ 0 Au< _ o tr 1 79, lD' 79.69x �''
to any construction activity on the site. Plans submitted to Planning&Zoning Commission shall \ \ / �z Erosion Control /
be considered having met this requirement \ \ O ; R - 79.83 �.� ,, JAN & ELIZABETH LUKASIK
2. The application shall Indemnifyand hold harmless the Town of South Windsor against an 1\ O tIpr �� Stabilization Fabric
liability,which might result from the proposed operation or use. g y \\ O• Am G ~o /, / 12 ROBINS WOOD WAY
3. The penult is valid for five year: and shall expire on June 1, 2016. It Is the {\ \ Q\AES / 1 MINI r ► '1�' 4 D
O PP O responsibility expiration notify \\ \ BM-MON, v 04 o/ 122.00= DER@.5Wl � �� .-;�:= � :: -76 • SOUTH WINDSOR CONNECTICUT 06074
landowner s/a Ilcan!s ras onslbilil to back a iretlon dales and noti the Commission of e �:"''\ � i WINDSOR,
CONNECTICUT
request at least 65 days prior to expiration. \ EL.79.285, trnsw owm \ 1) 20• 1 OND VNGFu" FA „ / ?'k / i
4. Bonds shall be collected in the amount of:$10,000 for siabllizallon, $5,000 to ensure proper \ \\ 1 �� -/ 86D-29D-8558
placement and maintenance of erosion and sediment controls. \I v trr 2 0 1 ' 1 S • j01 AL� :o S l Yam_ •s e^,->'f i • '
5. All approvalsre uiredmust6eoblainedandsubmi8ed dortoen activityon the site. \\ �� o 1 p,A2' n 10 '�•• / / 860-290-8568 FAX
6. A contact person shall be Identified on the plans. \\ �' � •p ° _ / \ 40• '� ,".<t• �_`;ii�,:.4 � 72 /•
2 INV.77.334;.« -.� / i
7. Clean up,of property,with commitment to dispose c future debrisof Improper
mp in the proper manner, and 1\ C \ o- O X -�►�''r 79.69x �, �o;i'•: yt: .•c•
continued monitoring of area to prevent further oflm ro er dumping. 1\ \ / p,00 �--' D• C R 1 tFl•D \ :ti'i;,tx;;•nc7� / � 70
g P y P P P 8 r N 8 (2) GRAIN ti' / / / -j-
6. Town Engineer to sign one roved sta6111¢atlen ten. 1\ !r 1 g \ 68
e g PP P \\ / � r a4.00' ./ I \FLR.80.50 15T.
O N 1 EX �-4 ,•
\\ N \ tp N. C'T .B9 b rU \ 1 \ 79,82x ��
Very truly yours, \1 \ .➢ w ' R3 S P tNv �' o `\
11
INLAND WETLANDS AGENCY/ \\\ \'/.G. N• 80
/' _ \ ,-'irs0'".4�•,.',-�'t / / / / / t/r
CONSERVATION COMMISSION \\ \ q00' O �G' -F30___ -
79,00 2 - PROt�OSEDADDITION
QU1Ab1-44-Gk_ 7 nL� 1 K ti:-; / / / / t Wetlands
EllzabethWarren,Chairperson \1 \ \ o FIN.FAR.ELEV.80.50
EW:dt \\ G T/E� 3, 00 S.F. 7
CC: Town Planner \\x 300 X 80,04 , �- `\ R E ~,;-`. `ri / � / / i `
Chief Building Official \\-t \ I (45• �G- EXISTING BUILDING \ ` . =•�/ / /64,97x o %-
FIN.FLR.ELEV.80.50 \ +`r- I I
11N HYD. EVISTSAM.LAT 40 X 8,050 S.F. a `; r.l I I m
\1A T/ 80 79181x
\\� SANAH /G -INV,77_ j9 8 185 COMMERCE WAY
"•< -a TF.79.14 1 X
°•r c7-- ma's �7�) INV.73,85
` /'01IJYL JOLI.f�2 U/C/2�0/L 1\
Ri R Channel to _t
~s, � 1540 SULLIVAN AVENUE•SOUTH WINDSOR.CT 06074 L�f \ p
_ t\\ G T/E� I 45��94 AREA
AFt 9m�\ \ � � � Pro Line 9
TELEPHONE(860)6442511 \\1 � j � 1.04 Acres cy o \\ \ ' Ha baleChedcDam m
2.
CERTIFIED MAIL 7008 1300 0001 4578 3863 \\ w N O F` �• I I
Jme 8,2011 \\ n t o I ca
\\ D I w r" Z = LUKASIK JAN & ELIZABETH
> • _,- I \ �i` vim`°,• m
Chris Eseppi \�\ I 3 C II i °'o O G VOL.1024,PG.268 I \ _, 74.b5xy / x6ft.Gabion Baskets m
PDS Engineering&Consulting Inc o o 49.00' \ S p.' :.; ■ / (See C-102) R air stir
107 Old Windsor Road \\ cI A 80,22X \ +.*:�+;,✓11; j. / , 68 RIP
9
Bloomfield CT 06002 \1 I I = I Z 1 \ �' f,,,_ / . Z
11 ,� � , / 7 , Rlp•Aap lunge Pool
•� �""�-' & Reset 2 Flared End
Dear Mr.Essepi: 11 I O ,,; •zs>•;. 5. /. @ 10V.G 00
{ I (Tl '1 y -=' fi 1 8.5 a \ See Repai NDtes Abov Q rr
,�a.00 c II �,. n
Re: Appl.11-09P,Satellite Tool Company Addition \ rn I I v O I I ,�.:xr'i'` ;•., \ \ �_- _- A
it
We are pleased to advise you that the above mentioned application was approved on June 7,2011 for a Site £ DR35 i , pp' 1 130 __ 5 O
Plan of Development. I 65 � .p / jER �� I / �''� ,�� 1 72 //101 O Z U J
S 75° O Q1 ME I WA \ 78,82x / I I / \ \
This approval is for a 3,600 sf addition on property located at 185 Commerce Way,I zone,as shown on plans ♦ "� W 7' O rn \• D� S \ I l / 1�\
G ` � '` v; /p 13• I 77,82x 1 I �� /' �1 T \ / \ Exist.OutletStructufe ♦ O 4d I-
prepared by PDS Engineering dated May 10, 2011, as revised. This approval is subject to the following ♦ / v / g I p X I \1 \ I X I \ TO Be Cleaned&Repaired V
modifications: I ` / z / I II r^ I g0.6 / I 1
F+J>�< ` / ^ 7\ EX' / 295>t U1 { \ TF 73.15 / I-
C.B. lsaos� sx / t �, I \ \ 1\ \ \ \ Inv. 12"RCP 69.50 C ) z �!1. Prior to commencement of any site work,a meeting must be held with Town StafE - / rs��\ W o N \ TF 76.5L. /' 1 1 1\ O 1 / 0
p� I w ROSSTRAVELEASEMENT \ INV.73.25 ' �,81x� \ \ \ \ \ m \\ 1 Inv.6"Orifice70.00 U w
2. No building permit will be issued antil the final mylms have been.filed in the Town Clerk's office. C� SHARED DRIVE �� \ \ \ \ \\ m\I \ O Q W W
C�3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation 80 �. \� � 42
Commission, including bonds in the mount$10,000 for stabilization,$5,000 to ensure proper placement ��� S 77• '0g' \ �' \ \ 1 O 1 \ a C� �1
and maintenance of erosion and sediment controls. ��` I 1207E .00' 32.00' I % \ 1 V-72551 Z \ \ _ }, U Z -
`�\ N I�l�RE WARKIN \ 1 \ v \ \ __ W 0 w Q
4. All bonds must be in one of the forms described in the enclosed Bond Policy. 84° 151 85.550 --1-�- EXIST.SHED { \ O \ \ 1 i-- _
I 'W • (2 STPtII yam_ FF 78.4E \I \\ I \ I \ \ I U)
S. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the Zoning .L_-------J---- \ / \ \
Regulations. 777 7 A=04'-14'-33.7" 7� 11 j �70 1 \ r_ �A C O
L=14.00' 1 10FT. S.Y. �- \ 1 `� 1 \ V/ U)
6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of R=350.00' \ _ \ -72-- { { V j =J W 0 . .
South Windsor. I \ I I mi O Z_ _J
7. This approval does not constitute approval of the sanitary sewer,which can only be granted by the Water W \ 85•-24'- \`� -��_-- / % Z W � Z I-
PollutionCoatrolAuthority. SAN.MH \ \�-- - --'/ O O U
U S S. The building street number must be included an the final plan. TF.80.44 80 - U ~ J Z
Exist.Detenfion Basin Lv Q to � D_
9. Pavement markingsmust be maintained in good condition throughout the site drives and parking mess. To Be Cleaned&R red `- 78 � �A /� � 0 CL /A
g �' p g SITE GRADING & UTILITY PLAN � � V� Ii� � � � V/
10.All fice standing signs and/or building signs require the issuance of a sign permit before they are erected. I 1 n - 20r
0
11.If a State Traffic Commission certificate is required,no budding penults will be issued until the certificate
has been issued(per COS§14-311).
SEAL
Black and white transparent myla s of Sheet C101 with the above modifications,together with three blueprint '' 00 E\lljl
ZONING DATA TABLE
copies of the entire set of plants(including architectural elevations and landscaping plans)must be submitted to ;" �, ,•,+.°
ZONING DATA TABLE ti ,
this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well
as the Wend Wetlands Agrncy/ConservationCommissionmuvtbe reproduced on the mytars. CONSTRUCTION NARRATIVE : 185COMMERCEWAY �.
179 COMMERCE WAY ZONE : I (INDUSRIAL) ';I
After the mylars have been signed by the Commission,they will be retained to you for filing in the Office of the ZONE : I (INDUSRIAL)
Town Clerk After filing these plans,a copyofthe receipt must be submitted to the Planning Department 1. INSTALL SILT FENCE EROSION CONTROL IN AREAS SHOWN ON PLAN REQUIRED PROPOSED V�'=: 8
2. REMOVE TOPSOIL IN AREA OF ADDITION REQUIRED PROVIDED 13
Sincerely, LOT AREA 20,000 SF 45,294 SF
/ 3. EXCAVATED FOR ADDITION FOUNDATION LOT AREA 20,000 SF 36,989 SF LOT WIDTH 100 FT. 100 FT. ' f `••.�,o° c,�
4. BACKFILL FOUNDATION AND FINE GRADE FOR CONCRETE SLAB LOT WIDTH 100 FT. 100.02 FT. LOT DEPTH 150 FT. 300.42 FT.
Patrick Kennedy,Chairman 5. GRADE AREA AROUND ADDITION LOT DEPTH 150 FT. 300.42 FT. FRONT YARD 35 FT. 104 FT.
FRONT YARD 35 FT. 104.56 FT. SIDE YARD 10 FT. 10.94 FT.
Planning and Zoning Commission 6. ERECT BUILDING SIDE YARD 10 FT. 11.01 FT.
�- 7.TOPSOIL AND SEED ALL DISTURBED AREAS REAR YARD 25 FT. 42 FT. ENGINEER: FB
REAR YARD 25 FT. 73.50FT. MAX.BUILDING COVER 50% 25.8B°/a ARCHITECT:
8. REMOVE SILT FENCE EROSION CONTROL AFTER DISTURBED AREAS @ ADDITION MAX.BUILDING COVER 50% 28% IMPERVIOUS COVER 65% 57%( INCL.FUTURE PARKING)
MAP REFERENCE : ARE STABILIZED TO THE SATISFACTION OF TOWN STAFF IMPERVIOUS COVER 65% 65%( INCL.FUTURE)
9n11tteaearr: PHASE II JOHN FITCH INDUSTRIAL CENTER "'NO WETLANDS OR WATERCOURSES ON PROPERTY"' PROJECT MGR:
} PROPERTY AT SULLIVAN AVENUE&RYE STREET NO WETLANDS OR WATERCOURSES ON PROPERTY"" "'PROPERTY OUTSIDE OF ANY REGULATED AREAS DRAFTED BY: BF
o •°°' "O '� SOUTH WINDSOR, CONNECTICUT SCALE:1"=100' "' PROPERTY OUTSIDE OF ANY REGULATED AREAS
A� „ I•. %`O� I HEREBY CERTIFY THAT THIS MAP IS SUBSTANTIALLY CORRECT TO DATE:JAN.1987 REV.NOV.17,1987 ZONE:I REQUIRED PARKING CALCULATION
ti hQ-;'.$C r� f '•°� 'y. MY KNOWLEDGE AND BELIEF AND WAS PREPARED IN ACCORDANCE EXISTING STORM SYSTEM MAINTENANCE SCHEDULE
;,n G - PREPARED BY LUZZI ENGINEERING&SURVEYING AVON,CT.
m vJ:� 4 I e WITH THE STANDARDS of A CLASS A-2 DEPENDENT RESURVEY AS REQUIRED PARKING CALCULATION : OFFICE= 1400 SF/1000(4.5) = 6.3
- ` u DEFINED IN SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS 1. INSPECT ALL CATCH BASIN SUMPS EVERY SIX MONTHS FOR ANY OFFICE= 1500 SF/1000(4.5) = 7 MANUFACTURING=9850 SF/700 =14.07
�r; • ;,w OF CONNECTICUT STATE AGENCIES"MINIMUM STANDARDS FOR A-2 SURVEY PREPARED FOR SATELLITE TOOL COMPANY
Pdo. ;2r 22 e 4 SURVEYS AND MAPS IN THE STATE OF CONNECTICUT' EFFECTIVE REQUIRED REMOVAL OF EXCESS DEBRIS. MANUFACTURING=850E SF/700=12 TOTAL PROVIDED = 9 (1 HANDICAP) C= 1
179 COMMERCE WAY SOUTH WINDSOR CT. 01
6-21-96 AS ADOPTED BY CONNECTICUT Asso Tlox of LAND 2.ALL CATCH BASINS TO BE CLEANED ANNUALLY TO PREVENT TOTAL REQUIRED= 19( 1 HANDICAP) TOTAL PROVIDED=19(1 HANDICAP)
SURVEYORS CN .26,1996. PREPARED BY PDS ENGINEERING&CONSTRUCTION
a'4r SUV'eyQ'* BUILD UP OF SILT AND/OR EXCESS DEBRIS. TOTAL PROVIDED=12( 1 HANDICAP) TOTAL FUTURE = 2
7 l� ARTHUR M.NERIANI, L.S. AVON,CT. TOTAL FUTURE =7
nreHt:ca.'"
F -BORAWSICI,L.S.413422 DATE DATE:6-10-02 REV. 11-13-03 SCALE: 1"=20'
DATE ISSUE
4"X4"-14 GAUGE
5-9- 11 WETLAND APPLICATION
WIRE MESH EROSION CONTROL NOTES 5-31 - 1 1 HAYBALE E&S CONTROL
LIMIT MOVEMENTS WITHIN THE NORTH STABILIZED AREA TO SMALL 6-14-1 1 FINAL APPROVAL
MIRAFI (OR EQUAL) Q GRADING EQUIPMENT. CONSTRUCTION PROCEDURES SHOULD BE
FILTER FABRIC SECURED TO O Q Q O
POSTS WITH METAL CLIPS Q�T Q CONDUCTED FROM INDIE THE PROPOSED BUILDING FOOTPRINT.
Q T QO Q Q TQ INSTALL INTERMEDIATE RIP RAP IN EXISTING CHANNEL LAND DISTURBANCE WILL BE KEPT TO A MINIMUM. RESTABILIZATION
Q� TO Q TO PROPERTY LINE WILL BE SCHEDULED AS SOON AS POSSIBLE.TEMPORARY SEEDING OR
TO v Q O
Q TO Q PERMANENT HYDROSEEDING SHOULD TAKE PLACE IMMEDIATELY UPON
InA,TQ Q O
° COMPLETION OF GRADING. PERMINATED SEEDING WILL BE SCHEDULED
Q Q D D DURING THE PERIOD OF APRIL 1 -JUNE 15;AUGUST 15-SEPTEMBER
EXISTING 12" RCP FLARED END Q p 15.
TO BE RESET AT INV. 68.00 QO Q� D b p EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR
TO CONSTRUCTION WHENEVER POSSAND WILL BE
EFFECTIVE CONDITION THROUGHOUTILBLE THE CONSTRUCTIONAPERIOD.D IN
EXISTING 12 RCP I D
HAYBALE AND SILT FENCE FILTERS WILL BE INSTALLED AS SHOWN ON
FLOW Q O N p- THIS PLAN AS WELL AS AT ALL CULVERT OUTLETS.
REBUILD PLUNGE POOL w/
Q D D D D ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING
18"INTERMEDIATE RIP RAP Q Q�T ° ° p o ° CONSTRUCTION PERIOD IF NECESSARY AS REQUIRED.
0 0 0• - Q TO D D °p D ° ° .
_ -III-III- ALL EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE
CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS AND
ANCHOR FABRIC NTH SPECIFICATIONS OF THE"CONNECTICUT GUIDELINES FOR SOIL EROSION
0j ' `p°` CRUSHED STONE OR Q O1^\ Q Q AND SEDIMENTATION CONTROL", CONNECTICUT CONCIL ON SOIL AND
SOIL AND TAMP
Q TO WATER CONSERVATION,JANUARY 1985.
MAXI" WOODEN POSTS 8-0 O.C. SEEDING DATES :APRIL THROUGH JUNE 15 AND AUGUST 15 THROUGH
Q
TO Q
SEPTEMBER 15.
MAXIMUM T Q PDS ENGINEERING &
QO O � Q Q
IF SEEDING CANNOT BE DONE WITHIN SEEDING DATES, USE MULCHING CONSTRUCTION, INC.
MEASURES TO PROTECT SITE AND DELAY SEEDING UNTIL THE NEXT
3x3x6FT GABION BASKET RETAINING WALL RECOMMENDED SEEDING PERIOD. 107Old Windsor Road
S1 LT E E E C fN G 12'-0' FERTILIZE WITH 10-10-10 @ 7.5 LBSJ1000 SF. LIME(50 %CALCIUM Bloomfield,ConnecficutOSW2
PLUS MAGNESIUM OXCIDE) Telephone:(860)242-8586
N.T.S. PLUNGE POOL REPAIR NARRATIVE 100 LBSJ1000 SF. FAX(860)242-M7
PLUNGE POOL REPAIR PLAN 1.REMOVE EXISTING 12" RCP FLARED END MULCH (ALL SLOPES 3 %OR GREATER) CONSULTANTS:
NTS 2. INSTALL HAYBALE CHECK DAMS USE STRAW OR HAY(70-90 LBS./1000 SF) FREE OF WEEDS OR
3.EXCAVATE FOE GABION BASKET RETAINING WALL BASE COURSE MATTER. CHEMICAL BINDERS SUCH AS PETROSET TERRATRACK
4. INSTALL FILTER FABRIC HYDOR MULCH AND AEROSPRAY WILL BE USED AS RECOMMENDED BY
5. INSTALL FIRST COURSE OF GABION BASKETS MANUFACTURER TO ANCHOR MULCH. MULCH MUST BE INSPECTED
TF 73.15 6. INSTALL 12"PROCESS GRAVEL PERIODICALLY, IN PARTICULAR,AFTER A RAINSTORM TO CHECK FOR
7.COMPLETE GABION BASKET WALLS FILL EROSION.WHERE EROSION IS SEVERE,ADDITIONAL MULCH SHOULD
8.CONSTRUCT RIP RAP POOL BE APPLIED. GRASSES SHALL NOT BE CONSIDERED ESTABLISHED UNTIL
9. INSTALL FLARED END DISCHARGE A GROUND COVER IS ACHEIVED , WHICH IS MATURE ENOUGH TO
o &RIP RAP CHANNEL TO PROPERTY LINE CONTROL SOIL EROSION TO SURVIVE SEVERE WEATHER CONDITIONS.
0
EXISTING 12" RCP FLARED END 3x3x6FT GABION BASKET RETAINING WALL
TO BE RESET AT INV. 68.00 0
CONTACT
0
EXISTING DETENTION POND INV.69.50 EXISTING 12" RCP JAN LUKASIK 860-290-8558
EXISTING OUTLET STRUCTURE o INSTALL INTERMEDIATE RIP RAP IN EXISTING CHANNEL
TO PROPERTY LINE
_ o
1 1/2" CLASS II BITUMINOUS CONCRETE SURFACE COAT
I ,
1 1/2- CLASS I BITUMINOUS CONCRETE BINDER COURSE
-- - - - - - - - - - - - - - - 6" PROCESSED STONE
Li
FILTER FABRIC o
12" PROCESS GRAVELS FILTER FABRIC ° °°0°° °° °°°
REBUILD PLUNGE POOL w/ o � n'o° °� ° °°°° °
18"INTERMEDIATE RIP RAP o oo°° oo °oo°o
°°
!--------------------------------------------
___ 6-BANKRUN GRAVEL
a go
SECTION @ PLUNGE POOL REPAIR PREPAR °°°
ED SUBGRADE
NTS
STANDARD DUTY BITUMINOUS
wr er-Iw
CONCRETE PAVEMENT ON SITE
A a C 0 E r a N p 7oNs - N.T.S. CTPC-006
ta• w r 1 IPW 1' V 14 1 t • _O
Ir lr r r 1' to r r 4' a Z 1-
21• 1r r : / t 1/r t' r 2 1 a t/r t2 U
2a• 1T tr s 1/r / 1/r 1' r 3 / a 1/Y 15 z
stoke
3r ao' 13r r r r r is I r bale a, ~
aa• =r w 3 1/r' r r 9//r 3 / r 33 z
NOTES: 1.) ExcavOte o binding 2) P/ace and stoke O Z
trench 4" i 11rV or straw ba/es, two
1. SLOPE SURFACE SHALL BE FREE OF ROCKS, 1 ECB-TEMPORARY EROSION CONTROL BLANEET t It W/DTH OF deep & the twine stokes r 60/e. V O CLODS,STICKS AND GRASS.MATSBLANKETS .-
SHALL HAVE GOOD SOIL CONTACT. 1. Def r iflon BgLE width of a Imam
C) z
2. LAY BLANKETS LOOSELY AND STAKE OR "�2 A manufactured blanket composed of a biodegradable/photodegradable 3x3xstt.GABION BASKET j Strew bole F- z
O 0 0 D-
STAPLE TO MAINTAIN DIRECT CONTACT WITH STAPLES natural or polymer fibers and/or filaments that have been mechanically, o '• w w
THE SOIL.DO NOT STRETCH. structurally or chemically bound togetherto.form a continuous matrix O Q z w 'A
z v•
3. 5150 BY NORTH AMERICAN GREEN MENOW � Q z0 z J OR APPROVED EQUAL ° 2. Purpose " 4,) Bockfi// and compact Q U w
I =' �' ` �• •' To provide temporary surface protection to newly seeded and/or disturbed
l : soils to absorb raindropimpact and to reduce sheet and rill erosion and the aCO•Yated SOi/ as W to enhance the establisment of vegetation. �� 3.) Wedge loose W - Q
b straw between W
compacted shown on the uphill w
MATS/BLANKETS SHOULD 4 3.Applicability bo%s to create bockfi// side of the barrier �; (If 0 3- w W
BE INSTALLED VERTICALLY *. y On disturbed soils where slopes are 2:1 or flatter. Where wind and a COnM17MOUS J
* < barrier to prevent piping. Q J O z
DOWN SLOPE; , traffic generated sir may dislodge standard, unarniored mulches.
- 4. S edfications
< z Wo- Q W
a 5 r r },� (Refer to Construction Details) �FF 0 O () J z
g -4 ' ' , ( • ,. 5.Maintenance i+' � Q W Ln
00 DO �
> w
via � � Q v�
Inspect temporary erosion control blankets at least once a week and � � <
w
within 24 hours of the end of a storm with a rainfall amount of 0.5 inch c LL p
or greater for failures, Blanket failure has occumed-when(1)soils and/or ���
' seed have washed away from beneath the blanket and the.sol surface ...can be expected to continue to erode at an abeelerated irate,and/or . SEAL
• r ` ,� (2)the blanket has become dislodged from the soil surface or is tom. CO I,1 Pd
r a If washouts or breakouts occur, reinstall the blanket after regrading and v�`,< n c r%
kdrulioalco re-seeding,ensuring that blanket installation still meets design specifications: packed straw
r \ When-repetitive failures occur at the same location, review conditions and
` limitations for use and determine if diversions;stone ched(dams or other. t s
measures are needed to reduce failure rate. Repair any-dislodged -
r or faled blankets immediately. PAN
A r 0. 1322"
° c
BOTTOM OF
�. M OR4/NAGS WAY �S nN
TYPICAL SLOPE ""`"L1PfA11e"` ' I SOIL STABILIZATION WET SLOPE LINING ENGINEER: FB! i ; A
t ARCHITECT:
EROSION BLANKET&REINFORCEMENT A aB MAT SLOPE INSTALLATIO PROJECT MGR:
N . DRAFTED BY: BF
MG
N.T.S.
E Elevation: Points A should be
�T higher than Points B..
TOWN OF scxmi MIINDSOR .•►R�[R STAKED HAY BALES C= 1 02
STANDARD DETAIL DOW DIBSIPATOR NOT TO SCALE
• - R(Yq[Os lYRl10 K[ of at
DATE ISSUE
26ga.Roof ( 1:12 ) 4-25- 1 1 BUILDING FOOTPRINT
Gutter & Downspouts 1 40,-0" 3 4-28- 11 BUILDING FOOTPRINT
26ga. Siding Panel Existing Building Proposed Addition
6-28- 11 FOR CONSTRUCTION
0
0
M M
I
G
II
0 11
N II
Concrete Kicker Wall o
II N
N II
� II
- - - - - - - - - - - - - - - - - - — II
II
[ - - - - - - -� II F o
L - - - - - - - - - - - - - - - - IICn 0
- - - - - - - - - - - - - - - - - � IIE
PDS ENGINEERING &
118 CONSTRUCTION, INC.
ADDITION EAST ELEVATION I I a
n C
1/8 =1 -0n I I 107 Old Windsor Road
I Bloomfield,ConnecticuL06002
rn Telephone:(860)242-8586
FAX(860)242-8587
O It II
Fin.Flr. Elev. 80.50 0 c' 8" Concrete Slab
N I v Fin.Flr. Elev. 80.50 CONSULTANTS:
ilk E
Ilw
1 E 10'-0"
a�
I IICC 0 0
N II 0 0
N O
II
II
II 2
I —300
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - "' N II p
II
r - - - - - - - - - - - �� � - - - -
— — — — — — — — — — — — — — — — _ — — — — — — — — —
-- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
II
1 0 0
C I
—300 0 0
ADDITION NORTH ELEVATION N `°
B
0
_I 1
t
M �
o z
S N a
0 w
0 a
N �
Z
A v O
0
- - - - - - - 30'-0'
O
- - - - - - - - - 2.1 O Q z z
z
ADDITION WEST ELEVATION ADDITION FLOOR PLAN W G o
o a
w J N 0
J Q W
z
BUILDING CODE DATA TABLE z UJ G. o 1- O
2003 INTERNATIONAL BUILDING CODE
U H O 00 � z O
2005 CONNECTICUT SUPPLEMENT & 2009 AMENDMENT Ld Q Ln D ..�
2005 CONNECTICUT FIRE SAFETY CODE p a o0 O < un
2003 INTERNATIONAL MECHANICAL CODE
2003 INTERNATIONAL PLUMBING CODE
2005 INTERNATIONAL ELECTRICAL CODE ( NFPA-70)
CC/ANSI Al 17.1 -2003 SEAL
BUILDING CLASSIFICATION: BUILDING ADDITION DESIGN LOADS
'�� �()7 fir•-,
USE GROUP F-2 B MIXED NON—SEPARATED
/ GROUND SNOW LOAD = 30 PSF
CONSTRUCTION TYPE 118 GROUND SNOW EXPOSURE FACTOR = 1.0 "
o GENERAL BUILDING LIMITATIONS: GROUND SNOW IMPORTANCE FACTOR = 1.0
O UNIFORM COLLATERAL LOAD = 5 PSF
N o ALLOWABLE BUILDING AREA = 37,500 SF ( TABLE 503 )
io ACTUAL BUILDING AREA = 12,099 SF BASIC WIND SPEED = 95 MPH •.F�a!D�pi1��o�
ALLOWABLE BUILDING HEIGHT = 3 STORY / 55 FT. ( TABLE 503 ) WIND EXPOSURE CATEGORY = B
ACTUAL BUILDING HEIGHT = 1 STORY / 22 FT. WIND IMPORTANCE FACTOR = 1 .0 ENGINEER: FB
o MEANS OF EGRESS: SEISMIC Ss = 23.7% ARCHITECT:
PROJECT
DESIGN OCCUPANT LOAD ( TABLE 1004.1 .2 ) S 1 = e 4% DRAFTED MGBY: :
C - - - - - - - - - - - - - - - - - - - � 12,099 SF / 100 = 121 OCC.
MINIMUM NUMBER OF EXITS = 2 ( TABLE 1018.1 )
ACTUAL NUMBER OF EXITS PROVIDED = 5
ADDITION SOUTH ELEVATION MAXIMUM LENGTH OF EXIT ACCESS TRAVEL = 200 FT. ( TABLE 1015.1 ) Awl
1/8"=1'-0" ACTUAL MAXIMUM LENGTH OF EXIT ACCESS TRAVEL = 88 FT.
DATE ISSUE
6-28-11 FOR CONSTRUCTION
24 GA. STANDING SEAM ROOF (1 : 12)
6" (R-19) VINYL FACED BATT INSULATION
CONT.GUTTER w/ DOWNSPOUTS
RAKE FASCIA 24 GA. STANDING SEAM ROOF (1 : 12) 24 GA. STANDING SEAM ROOF (1 : 12)
6" (R-19) VINYL FACED BATT INSULATION 6" (R-19) VINYL FACED BATT INSULATION
ROOF PURLIN ROOF PURLIN
RAKE FAS IA
26 GA. ARCH. SIDING PANEL
4"(R-13) VINYL FACED BATT INSULATION
O
I WALL TO ROOF FLASHING ADDITION ENDWALL RAFTER
EXISTING BUILDING ROOF SYSTEM
PDS ENGINEERING &
INSULATION RETAINER STRIP SCREWED CONSTRUCTION, INC.
Id
TO EXISTING RAKE ANGLE
107 Old Windsor Road
Bloomfield,ConnecticuL06002
Telephone:(860)242-8586
FAX(860)242-8587
I
CONSULTANTS:
EXISTING BUILDING I PRE—ENG.STEEL FRAME
PRE—ENG.STEEL FRAME
L � I
II
II �
I II O
N II F
0
ADDITION ENDWALL FRAME COLUMN O
CN
8" WALL GIRT TYP. II 8" WALL GIRT TYP.
II
26 GA. ARCH. SIDING PANEL L Ilia EXISTING SIDING, GIRTS, WALL INSULATION 26 GA. ARCH. SIDING PANEL
& WIND COLUMNS TO BE REMOVED
4"(R-13) VINYL FACED BATT INSULATION ( I 4"(R-13) VINYL FACED BATT INSULATION
II
16 GA. BASE ANGLE II V/
I I a z
a O_
PRE—ENG.STEEL FRAME
II oz v
0 O ILI
J. T.0-W. EL. 83.50 i T.O.W. EL. 83.50
r ~
0 G J
00 z Q
II CONCRETE KICKER WALL - Q Z
BASE PLATE ON 1/4" LEVELING II O W 0 00
PLATE & 3/4" GROUT nLLJ
�
O_
CONC. SLAB ( SEE PLAN) I ) �
J Q O
LLJz w
FIN. FLR.EL. 80.50 1 1 LL FIN. FLR.EL. 80.50 z
IJJ a o W~ 0
tuna 00o uw
SEAL
�,�r , a� cor�rr �r•..
a
ENGINEER: FB
EXTERIOR WALL SECTION 3 EXTERIOR WALL SECTION 2 EXTERIOR WALL SECTION 1 ARCHITECT:
3/4" = 1 '-0" —300 3/4" = 1 '-0" —300 3/4" = 1 '-0" —300 PROJECT MGR:
DRAFTED BY: BF
A=300
DATE ISSUE
6-28- 11 FOR CONSTRUCTION
Existing Building 1 40'-0" 3
T.O.W. 83.50
B.O.F.76.50
28'-8" 2
1 T.O.W. 83.50 T.O.W. 83.50 T-O-W- 83.50 3
----- ---- --------s--- r -L - - - - - - - - - - - - - - -F _L r - - , G
I - - - - - - - - - ------ ---- -------- F - 1 I
Co 0
II II �
II o
1 I ro o
I I I
d 0
I I N
N I I I
II II
T.O.P. 80.50 T.O.P. 80.50 I 1
8" 8" T.O.P. 80.50 i 0
1'-4" 1'-4„ 8„ i i 1 1 0
1 F
Fz
I L I ``-
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T.O.W. 83-50 �� PDS ENGINEERING &
CONSTRUCTION, INC.
0 0 i t I oad
N Bloomfield,Conneot c107 Old Windsor uL06002
(6 00 I 2
• r ; I 4 -101 `0 Telephone:(860)242-8586
Aida
o I I -101 I vi FAX 860 242-8587
L� I I I n ( )
0 0 K) LLl I I J LL
in • ^ M N '- I I F p
X c J m CONSULTANTS:
w
1„ ii L F - - - _L _j E
T.O.P. 80.50
1'-0„ 8" LI 1 1
J ti i 1 0'
8" Concrete Slab I - ri
o ri
w/ 6x6 W2.9xW2.9 I o 00
Fin.Flr. Elev. 80.50 N 1 0 0
2 1 1 a
I I ~
T.O.P. 80.50 i -101 I
I r -I
I L
0
T.O.P. 80.50 1 1 1 , LO
T.O.W. 83.50 i I
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r--J I o
11 m 0
00 co 00 ----- ---- --------� m
C ___ _ 1
® ---- ---- -- Z--- SAWCUT CONTROL JOINT (TYP) 0 � 0
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1 d N
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11 j1
3 00I I -1 of
1'-0" 8' T.O.W. 83.50 r J
o B
~ II L I
0 I I
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m o I 3 o
I 1
N O I I -101 DI -101II ,,_ oQZ
T.O.W. 83.50 ~ ( � a
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T.O.P. 80.50 T.O.P. 80.50 A o 0 0'0 1 L - - - - - - - - - J I A O
L - - s - - - - -L j V O z
ED
to
Q
C • B.O.F.76.50 B.O.F.74.50 J Q U J
) 11 O a
30'-O" O Z
T.O.W. 83.50 Z
Z
O
T.O.W. 83.50 Lu u
H1'-0„ 81,
V� U Cn
O Q
ADDITION FOUNDATION PLAN
1/8"=1'-0" CONCRETE NOTES z W Q. : L- Z
8 1'-4" 1 -4 8 1. SOIL BEARING PRESSURE - 3000 PSF Q� O O C7
T.O.P. 80.50 8" 8•• o (b a Oro O Q O
2. CONCRETE TO BE 3,000 PSI ( 28 day strength ) v/
T.O.P. 80.50 T.O.P. 80.50 1-1/4 - MAX. AGGREGATE SIZE, 11/2' MIN. COVER Of of
FOR REINFORCING STEEL AND MAX. SLUMP OF 4" d. 0
3. STEEL REQUIREMENTS :
STRUCTURAL - ASTM A-36 SEAL
• z • BOLTS - ASTM A-325 CONN
T.O.W. 83.50 REBAR - ASTM A-615 GR-60
MESH - ASTM A-185
WELDING ELECTRODES - AWS-E-70
. y's
le
QUIRE
CO TOD 00 5. BOTTOM OF BASEEPLATES ON 1/4RLEVELING ,y' sn •�,-,
PLATE ON 3/4" NON-SHRINK GROUT ':,�pl,bV C
LT.
O.W. 83.50 T.O.W. 83.50
1 ENGINEER: FB
ARCHITECT:
PROJECT MGR:
DRAFTED BY: BF
PIER DETAILS
3/4"=1'4' smi 00
DATE ISSUE
6-28- 11 FOR CONSTRUCTION
T.O.W. 83.50 T.O.W. 83.50
11OVERHEAD DOOR
8 all 18" x 18" #4 REBAR @ 2'-0" OC I I 1 " x 1 " STL. ANGLE w/ MUD HOOKS
8" CONC. SLAB ( SEE PLAN) 8" CONC. SLAB ( SEE PLAN) 8" CONC. SLAB ( SEE PLAN)
FIN. FLR.EL. 80.50 � FIN. FLR.EL. 80.50 � FIN. FLR.EL. 80.50 �
x x x x x x x x x x x —
T.O.W. EL. 79.83
r :O 6 MIL. VAPOR BARRIER / `/ 6 MIL. VAPOR BARRIER
°I z ` \ 6 MIL VAPOR BARRIOR
PDS ENGINEERING &
N 6" PROCESSED GRAVEL 6" PROCESSED GRAVEL 8" 6" PROCESSED GRAVEL CONSTRUCTION, INC.
COMPACTED SUB GRADE COMPACTED SUB GRADE COMPACTED SUB GRADE
• • • 2" RIGID INSUL. 2' BELOW GRADE 107 Old Windsor Road
Bloomfield,ConnecticuL06002
2" RIGID INSUL. 2' BELOW GRADE 2" RIGID INSUL. 2' BELOW GRADE Telephone:(860)242-8586
0 (2) #4 REBAR TOP, MID. & BOT. CONT. (8) #4 REBAR CONT. (2) #4 REBAR TOP & BOT. CONT. FAX(aso)2az6567
BOF SEE PLAN `— BOF SEE PLAN `—
(° z #4 REBAR � 12" OC 1 _q.
CONSULTANTS:
FOUNDATION WALL SECTION 1 FOUNDATION WALL SECTION 3
3/4" = 1 '-0" S-101 0l 3/4" = 1 '-0" S-101
N
BOF 73,50
FOUNDATION WALL SECTION 2
3/41' = 1 '-0" S-101
4" DOWEL 1 /2" SMOOTH BAR TO
1 '-4" EXISTING WALL Q) 18" OC
FIN. FLR.EL. 80.50 I 1
Z
x x
z O
1=
a �
EXIST. BUILDING 5" CONC. SLAB ( SEE PLAN) 0. W
FOUNDATION Z
6 MIL VAPOR BARRIOR V O j
6" PROCESSED GRAVEL I- ~
COMPACTED SUB GRADE J Q
O o
O a z Z
~ 0
Q C) O
W 0 �
Fw W � a
0 0
w J � (n G
o W
JO = z � Z
FOUNDATION WALL SECTION 4 0 0 z
co 0
� o
SEAL
lip'•,
eft ;G.
4�;cevas �'
ENGINEER: FB
ARCHITECT:
PROJECT MGR:
DRAFTED BY: BF
smi 01
DATE ISSUE
6-28- 11 FOR CONSTRUCTION
T.O.W. 83.50 T.O.W. 83.50 T.O.W. 83.50
(2) #4 REBAR TOP, MID. & BOT. CONT. (2) #4 REBAR TOP, MID. & BOT. CONT. (2) #4 REBAR TOP, MID. & BOT. CONT.
8" CONC. SLAB ( SEE PLAN) 8" CONC. SLAB ( SEE PLAN) 8" CONC. SLAB ( SEE PLAN)
FIN. FLR. EL. 80.50 FIN. FLR. EL. 80.50 FIN. FLR. EL. 80.50
x x x x x x
• •
EXIST. BUILDING
I
I ` I FOUNDATION X
( � 6 MIL VAPOR BARRIOR 0 I 6 MIL VAPOR BARRIOR 6 MIL VAPOR BARRIOR
I 6" PROCESSED GRAVEL I I 6" PROCESSED GRAVEL 6" PROCESSED GRAVEL
N �^ COMPACTED SUB GRADE N COMPACTED SUB GRADE \ COMPACTED SUB GRADE
I 2" RIGID INSUL. 2' BELOW SLAB I P72" RIGID INSUL. 2' BELOW SLAB I 2" RIGID INSUL. 2' BELOW SLAB
• (4) #6 REBAR VERT. w/ #3 TIES @ 10" OC 6 REBAR VERT. w/ #3 TIES @ 10" OC (4) #6 REBAR VERT. w/ #3 TIES @ 10" OC ppS ENGINEERING &
(4) #4 REBAR @ 10" OC EA. WAY TOP & BOT. DOWEL TIES TO EXISTING WALL
0 0 o CONSTRUCTION, INC.
BOF SEE PLAN LBOF SEE PLAN BOF SEE PLAN 107 Old Windsor Road
Bloomfield,ConnecticuL06002
3'-0" SQUARE 4'-0" SQUARE 1 '-8„ 4 REBAR @ 10" OC EA. WAY TOP & BOT. Telephone:(860)242-8586
(7) #4 REBAR @ 7" OC EA. WAY TOP & BOT. # FAX(860)242-8587
( x3'-0" ) DOWEL TO EXISTING FOOTING
SECTION @ EXTERIOR PIERS F-3 SECTION @ EXTERIOR PIERS A-1 , A-2.1 , G-3 SECTION @ EXTERIOR PIER C- 1 CONSULTANTS:
3/4" = 1 '-0" 3/4„ = 1 '-0" 3/4" = 1 '-0"
8" CONC. SLAB ( SEE PLAN)
qu FIN. FLR. EL. 80.50
x x
T.O.W. 83.50 T.O.W. 83.50
EXIST. BUILDING � �✓
FOUNDATION 6 MIL VAPOR BARRIOR
6" PROCESSED GRAVEL
COMPACTED SUB GRADE
2" RIGID INSUL. 2' BELOW SLAB
(8) #4 REBAR CONT. (2) #4 REBAR TOP, MID. & BOT. CONT. (4) #6 REBAR VERT. w/ #3 TIES @ 10" OC
DOWEL TIES TO EXISTING WALL
8" CONC. SLAB ( SEE PLAN) 8" CONC. SLAB ( SEE PLAN)
FIN. FLR. EL. 80.50 FIN. FLR. EL. 80.50 /77
x x x x BOF SEE PLAN
• .„
° " ° #5 REBAR @ 13.5" OC EA. WAY TOP & BOT.
2'-4" DOWEL TO EXISTING FOOTING
\ \ \ I 100,
( x5'-0" ) cn
I 6 MIL VAPOR BARRIOR 1 6 MIL VAPOR BARRIOR Z O
I 6" PROCESSED GRAVEL 6" PROCESSED GRAVEL SECTION @ EXTERIOR PIERS G- 1
�\ COMPACTED SUB GRADE COMPACTED SUB GRADE 3/4" = 1 '-0" Q V
I • . I a
• • I 2" RIGID INSUL. 2' BELOW SLAB I 2" RIGID INSUL. 2' BELOW SLAB O O
6 REBAR VERT. w/ #3 TIES @ 10" OC V
I (4) # I (4) #6 REBAR VERT. w/ #3 TIES @ 10" OC
T.O.W. 83.50 J ~ v W
I I I I
(4) #4 REBAR @ 10" OC EA. WAY TOP & BOT. . • I • O 0 w a
(7) #4 REBAR @ 7 OC EA. WAY TOP & BOT. Q z Z
z
(2) #4 REBAR TOP & BOT. CONT.
JL4W Q C) O
0 I 0 I I F W w 0 ~
i I I I w J to cf, Q
N I N I I Q J _O 0
Z Z
BOF 73,50 BOF SEE PLAN I—
I
8" CONC. SLAB ( SEE PLAN) z W o
FIN. FLR. EL. 80.50 u �"' O F_ z
3'-0" SQUARE 4'-0" SQUARE x xL r ° 0 `Q a cc) 0 < LL
I w o
40 fi. `
�� SEAL , ..
6 MIL VAPOR BARRIOR00
SECTION @ EXTERIOR PIERS B-2A , D-2. 1 , E-2.1 SECTION @ EXTERIOR PIERS 6" PROCESSED GRAVEL
n , n „ , " N
3/4 = 1 -0 3/4 = 1 -0f' COMPACTED SUB GRADE 1t ng
I 2„ RIGID INSUL. 2, BELOW SLAB ri }
• • (4) #6 REBAR VERT. w/ #3 TIES @ 10" OC
(5) #5 REBAR @ 13.5" OC EA. WAY TOP &
0
BOF SEE PLAN ENGINEER: FB
ARCHITECT:
5'-0" SQUARE �
PROJECT MGR:
DRAFTED BY: BF
SECTION @ EXTERIOR PIERS G-2
S= 1 02
DATE ISSUE
6-28- 11 FOR CONSTRUCTION
Existing Building 1 40'-0" 3
Proposed Addition
11 -4"
G
- - - - - - - - - - - - - -�
_ _ _ _ _ _ - _ - - - - - - 11/4" Gas T�
1 1/4"Existing Gas
_ 5n II
Existing I I 1
Unit Heater I I UH-1 1 0
II I l
0
II I N
II I
II I
II I
II
II I F o
11 PDS ENGINEERING &
CONSTRUCTION, INC.
II Iy
107 Old Windsor Road
Bloomfield,ConnecticuL06002
Telephone:(860)242-8586
I I oN FAX(860)242-8587
II I
I I 1 Fin.Flr. Elev. 80.50 I I CONSULTANTS:
II I
II
II I E
II I
II I
II I
~II 10'-01'
II I o
II I 0 O
II 1 N
II
II
II
II
UH-2Z D
\
TI
II \I
II
II
II
0 0
C I
O O
I N [O
I
\
T B
0
O
N
M s
P z
O o
0 a A
N (L
00 z
A J H D J
00 a
MECHANICAL SYSTEM NOTES : 30'-0" O w
z J
z a
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL 1 2.1 � 0 � O
STATE AND LOCAL BUILDING AND MECHANICAL CODES.
2. UNIT HEATERS SUPPLIED AND HUNG BY OWNER Li V�
3. THE OWNER WILL FURNISH AND INSTALL FLUE PIPES THROUGH THE ROOF. r WV/ O Of
O Z
4. GAS PIPING BY CONTRACTOR. PIPING TO BE IN SCHEDULE 40 BLACK IRON : 0 OZ
LLJ
a_
TAPPED OFF EXISTING GAS PIPING. MECHANICAL PLAN z �p ♦ �
5. BUILDING CONTRACTOR TO SUPPLY & INSTALL FLASHING FOR FLUE TO ROOF. F- O O = V
1/8=1 -0 z W
6. POWER AND CONTROL WIRING BY OWNER'S ELECTRICIAN. Q z
7. SEISMIC BRACE ALL SYSTEMS AND EQUIPMENT AS REQUIRED BY LOCAL CODES. p (n a co O
LL V+ Q
SEAL
6` coi' Nqc
ENGINEER: FB
ARCHITECT:
PROJECT MGR:
DRAFTED BY: BF
M = l 00