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JOHN D. MacLEL! AN III
REBECCA L. M a dELLAN
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RIGHTS TO INGRESS OR EGRESS
IN FAVOR OF Macl_ELLAN % SNET
PER 'VOL. 306 PG. 417 AND 'NV=68 07 3532
VOL. 102 PG. 80 BRICK
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WELL \ UNLESS THE PRINT BEARS THE IMPRESSION TYPE SEAL AND ORIGINAL LIVE SIGNATUREOFTHESURVEYORWHOSENAMEANDREGISTRATIONNUMBERAPPEARBELOWOR
NOTES. 8. APPLICANT SHALL COORDINATE SCHEDULING AND DURATION OF TEMPORARY CLOSING OF
CONNECTICUT EROSION AND CONTROL GUIDE.
1. THIS PLAN IS A COMPILATION PLAN AND HAS BEEN PREPARED IN ACCORDANCE WITHTHEREGULATIONS
INLAND WETLANDS WERE DELINEATED IN THE FIELD BY DONALD J. FORTUNATO, SOIL
ADJOINING PROPERTY VEHICULAR ACCESS DRIVEWAY WITH ADJOINING PROPERTY OWNER, PROVIDING A MINIMUM OF 7 DAYS ADVANCE WRITTEN
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OF CONNECTICUT STATE AGENCIES, SECTIONS 20-3008-1 THROUGH
20-30OB-20, "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
15' ENFORCEMENT OFFICER SHALL BE NOTIFIED 48 HOURSTO
NOTICE. APPLICANT SHALL PROVIDEALTERNATEPARKINGLOCATIONANDSAFE, DURABLE AND CLEAN SURFACE PEDESTRIAN
M
CONNECTICUT" ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, ACCESS ACROSS WORK AREA AT ALL TIMES.
WELL INC. IT IS EXPRESSLY NOTED THAT THIS PLAN WAS COMPILED FROM OTHER MAPS, RECORD RESEARCH OR OTHER SOURCES OF INFORMATION. PORTIONS OF THE MAP
9. ON-SITE SANITARY SEWER SEWER SHALL BE FIELD LOCATED PRIOR TO INSTALLATION OFWATERMAINSHOWINGELEVATIONSANDCONTOURSAREINACCORDANCEWITHACCURACYSTANDARDS
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TO CONFIRM THAT MINIMUM SEPARATION DISTANCE IS PROVIDED.
THIS PLAN IS FOR PERMIT PURPOSES ONLY. IT IS NOT A CONTRACT DOCUMENT.
FOR CLASS T-2 SURVEYS. SITE DETAILS IN THAT AREA AND INLAND WETLANDS FLAGSAREINACCORDANCEWITHCLASSA-2 SURVEYS.
10. CONTRACTOR SHALL FIELD VERIFY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
ST
IT IS FURTHER NOTED THAT THE REMAINDER OF THIS PLAN IS NOT TO BE 11. DRIVEWAY ACCESS TO SITE SHALL BE PROVIDED AT ALL TIMES.
LOCATION
CONSTRUED AS HAVING BEEN OBTAINED AS A RESULT OF A FIELD SURVEY, AND IS
RUBS AND BRUSH IN AREAS WHERE GRADING WILL BE REQUIRED AND GRUBWIAREASCLEARSHRUBSWI
REMOVEAPPROXIMATE
OF WATER MAIN SERVING
ISTING WELLS TO BE ABANDONED SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. THE
HORIZONTAL ACCURACY CONFORMS TO CLASS D.
12. NO CONSTRUCTION ACTIVITIES MAY UNDERTAKEN WITHIN INLAND WETLAND OR REGULATEDRE\VIEW AREAS EXCEPT AS SHOWN ON THIS PLAN.
C. EXCAVATE TRENCH AND INSTALL UTILITIES AND APPURTENANCES. ADD EROSION
NO DECLARATION IS EXPRESSED OR IMPLIED BY THIS MAP OR COPIES THEREOF 13 SITE DISTURBANCE FOR THISWELL \ UNLESS THE PRINT BEARS THE IMPRESSION TYPE SEAL AND ORIGINAL LIVE SIGNATUREOFTHESURVEYORWHOSENAMEANDREGISTRATIONNUMBERAPPEARBELOWOR CONTROL PLAN S PROJECT IS LESS THAN 1/2 ACRE. EROSION AND SEDIMENTESTMANAGEMENTCESPERTHE2002STATEOFSEDIMENTTHEREON.
BITUMINOUS
CONNECTICUT EROSION AND CONTROL GUIDE.
O WELL11 (APPROX) 2. INLAND WETLANDS WERE DELINEATED IN THE FIELD BY DONALD J. FORTUNATO, SOIL
14. CONSTRUCTION ACTIVITIES SHALL NOT OCCUR DURING PERIODS OF FORECASTED RAIN.
t LOCATEDTBY
CESARE2278,
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BENTLEY ENGINEERS,
ENTAL SNC., GROTON, ,
EAST
CONNECTIICUT
CT. AND 15' ENFORCEMENT OFFICER SHALL BE NOTIFIED 48 HOURSTO
OVERHEAD UTILITIES
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PRIOR THE START OFRTOF CONSTRUCTION.
NOW OR FORMERLY
RCP
3. THIS PLAN IS FOR THE INSTALLATION OF MUNICIPAL WATER SERVICE TO AN EXISTINGRESIDENTIALMULTI -FAMILY SITE. 16. CONSTRUCTION SEQUENCE FOR SOIL EROSION AND SEDIMENT CONTROLS:
TYPICAL
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4. THIS PLAN IS FOR PERMIT PURPOSES ONLY. IT IS NOT A CONTRACT DOCUMENT.
A. INSTALL SEDIMENT FENCES AND/OR HAY BALE BARRIERS AS SHOWN ON THIS PLAN.
STONEWALL
ST
5. ALL WATER MAIN AND SERVICE SERVICE INSTALLATION SHALL CONFORM TO B. REMOVE EXISTING PAVEMENT AND IMPROVEMENTS AS REQUIRED FROM WORK AREA.
LOCATION SOUTHEASTERN CONNECTICUT WATER AUTHORITY REGULATIONS AND SPECIFICATIONS RUBS AND BRUSH IN AREAS WHERE GRADING WILL BE REQUIRED AND GRUBWIAREASCLEARSHRUBSWI
REMOVEAPPROXIMATE
OF WATER MAIN SERVING FOR INSTALLATION OF WATER MAINS AND APPURTENANCES, LATEST REVISION. ALL STUMPS, ROOTS, ETC. DISPOSE ALL MATERIAL CLEAREDANDGRUBBEDOFFSITE.
BLOCK PUMP \ \\ BUILDINGS ON PARCEL 1 5.
HOUSE & WELL
CALL -BEFORE -YOU -DIG, AT 1-800-922-4455 , SHALL BE CONTACTED PRIOR TO
INITIATION OF CONSTRUCTION OF THIS PROJECT. C. EXCAVATE TRENCH AND INSTALL UTILITIES AND APPURTENANCES. ADD EROSIONCONTROLDEVICESASNEEDED
WELL PUMP TO BE \ 6.
REMOVED \\
PAVEMENT AND CURB REPLACEMENT SHALL BE INSTALLED TO PROVIDE SMOOTH
TRANSITION FOR PEDESTRIANS AND VEHICLES. D. ANY TRENCH SPOIL TO REMAIN ONSITE SHALL BE STOCKPILED AND SEEDED WITH
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PERENNIAL RYEGRASS AT A RATE OF 40 POUNDS PER ACRE AND MULCHED WITH
7. WORK WITHIN JEROME ROAD RIGHT OF WAY SHALL CONFORM TO THE TOWN OF HAY OR STRAW. PROVIDE A SEDIMENT FENCE ON THE DOWNSLOPE SIDE.
MONTVILLE ROAD STANDARDS, E ., AND COMPACT BASE MATERIAL TO FINAL GRADE. INSTALL PAVEMENT, CURB,
ETACE
SOIL TYPE
HkC
OVERHEAD WIRES,,(-TYP)
0
APPROXIMATE LOCATION
OF SANITARY,.SEWER
FORCE MAIN` (SEE NOTE 9)
11 Spaces
F. ALL DISTURBED AREAS NOT COVERED BY PAVEMENT, ETC., SHALL BE GRADED ANDSTABILIZEDASFOLLOWS: O
j 1. PLACE MINIMUM 4 INCHES OF TOPSOIL IN ALL AREAS. APPLY LIMESTONE AND
I FERTILIZER IN ACCORDANCE WITH SOIL TEST RECOMMENDATIONS.
2. APPLY RECOMMENDED SEED MIXTURE AT RECOMMENDED RATE. r I
I 3. APPLY STRAW OR HAY MULCH ON ALL SEEDED AREAS.
4. SEEDING SHOULD TAKE PLACE BETWEEN APRIL 1 AND JUNE 15 OR AUGUST 15ANDSEPTEMBER30. IF OUTSIDE THESE PERIODS, AREAS SHALL BE STABILIZEDIIWITHSTRAWORHAYMULCHINGATARATEOF90POUNDSPER1000SQUAREFEET.
I G. ALL GRADED AREAS WITH SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICALSHALLBESTABILIZEDWITHJUTENETTING.
H. WHEN ALL GRADED AREAS ARE PERMANENTLY STABILIZED REMOVE ALL EROSION AND1
SEDIMENT CONTROLS. REMOVE TRAPPED SEDIMENT.
l 1 I. IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT, LOUIS TALLARINI (TELEPHONEl ` 914-993-9255) TO ENSURE PROPER IMPLEMENTATION OF THE SOIL EROSION AND
s METAL GATE SEDIMENT CONTROLS AS SHOWN ON THIS PLAN; AND SHALL INCLUDE BUT NOT BELIMITEDTO, INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING
So ` ALL PARTIES OF SUCH REQUIREMENTS AND NOTIFICATION OF ANY TRANSFER OF THISQ , 1 RESPONSIBILITY TO OTHER PARTIES.
J. RECOMMENDED SEED MIXTURE: FUTURA 2000 BY THE CHAS C. HART CO. CONTAININGnTHEFOLLOWINGVARIETIESOFPERENNIALRYEGRA'SSES: FIESTA II, BLAZER II, DASHER
1 II AND EXPRESS. A SEEDING RATE OF 5 - 7 LBS PER 1000 SF IS RECOMMENDED. F
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1 , MAP REFIRENCES: 0
8" DI STUB A. PROPERTY SURVEY PLAN "VILLAGE APARTMENTE" PROPERTY OF VILLAGE APARTMENTS, NEW BLOW OFF L.1 -C., JEROME ROAD, MONTVILLE, CONNECTICUT, SCALE: 1" = 40', DATE: DECEMBER 8, HYDRANT (SEE 1993, REVISED THROUGH 4-7-03, ANGUS MCDONALD, GARY SHARPE & ASSOCIATES, INC. PARCEL 1 \ 1 DETAIL) OLC SAYBROOK, CONNECTICUT. ' AREA = 175,061 S.F.f
4.02 AC.
APPING TEE LLE WATER SYSTEM PROJECT, ASBUILT DRAWINGS, UNCASVILLE AREA PHASE
NEW g" DI
Tf
PLi,, AND PROFILE, JEROME ROAD STA 0+00 TO STA 10+31, MONTVILLE, CONN., JULY,
NEW 2" GATE VALVE 199„ REVISED THROUGH 2/20/86, SCALE: 1"=40' HORIZ., 1"=4' VERT., SHEET 7. f NEW 2" STUB FOR
FUTURE CONNECTION
NEW 8" GATE VALVE
NEW 8" DI
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COVERED WOODEN
MAILBOX KIOSK
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VOLUME 304, PAGE 278 & JANNA L. AUSTINN/F N/F ROBERT J. LAGRAM VOLUME 274, PAGE 463MICHAELA. G D U LA CHARLES A. PALAR DY & DAVID W. LAG RAM
DENISE R. GDULA & JEANNE B. PALARDY VOLUME 337, PAGE 513
VOLUME 348, PAGE 90 VOLUME 266, PAGE 507
40
N/F
EDMUND 0. BRAGDON
VOLUME 296, AGE 882
I HEREBY CERTIFY THAT I HAVE MARKED THE LIMITS 07 -HE INLAND
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VOLUME 304, PAGE 278 & JANNA L. AUSTINN/F N/F ROBERT J. LAGRAM VOLUME 274, PAGE 463MICHAELA. G D U LA CHARLES A. PALAR DY & DAVID W. LAG RAM
DENISE R. GDULA & JEANNE B. PALARDY VOLUME 337, PAGE 513
VOLUME 348, PAGE 90 VOLUME 266, PAGE 507
40
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EDMUND 0. BRAGDON
VOLUME 296, AGE 882
I HEREBY CERTIFY THAT I HAVE MARKED THE LIMITS 07 -HE INLAND
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CT 2278
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