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HomeMy WebLinkAbout83-1990 Site PlanEXIST. CLEARANCE=20.6-' AT MAX SAG (CALCULATED) CUT=3.4' \ \ ( EXIST. CLEARANCE=2 \ j AT MAXvSAG (C L U T.3 J NOW OR FORMERLY TOWN OF YARMOUTH / / XI T. • LEARA CE= 222 A AX AG (C CUL EXIST. CLEARANCE=20.51.8 unw no MOLA t v \ \ AT III AV CAC (CAI CI II ATFFIlr�\ �T r,� CUU. ' MA l pU M 1 / ` �'. aZ*D &� F WETLA DS Nitsch Engineering www.n c ong.com 30 TOWN OF YARMOUTH � - � t ----' _" = -" -`: ' � / .�•-� . �� /. " � 2 Center Plaza, Suite 4 n _ cu r-�`s s_ �y �� ib wA \ Boston, MA 02108 EXIST. CLEARANC�F=21!0 / ` ` 8 AT MAX SAG .CALCUL ) \ , r4''` J , �_ ' .M \ ,- GTL(A) \ T: (617) 338-0063 T�3 _ \\ \ \� l / 16 /. 1F65 -SF K-6 'E-XIST.-cL R _ y /-11 art \ F: (617)338-6472 ( -7 P-PROXIMA-TE LIMIT -OF - \ AT MA)Z,SAC C TED) - TW-14:76WORK-WITHIN 100 FOOT ' BW 7 E � ; �WETLANDS'BUFFER E � Engineering / / \ - 20 . / �EROSION CONTROL x l ` Civil En Inying T 'X S G CALC CANED) % % \ . � / �\ i � ► Land Surveying - T=2.o' _BARRIER ►Transportation Engineering IS . CL RAl�lcE-22.6 .' \, ► MA SAG CAC TED ; , � -W�.14 EXIST. CLEAR (CE=22 5 4, n / J` y AT MAX SAG CALCULv4TED) \ '. Sustainable Site Consulting UT ,,4 ' / 182, \ �r r�XZ53U CLEARANCE=22.3 \. 'Planning sV`t(� �/ K-7 GIS / , B =21. / 1'`1 . / \ CT M i 5AG (CA"_CUA D -XIS . C A CE=21. UT ) . � \ `- - J / EXIST. CLEA�ANCE`=22.5 f� ! ^\� I \ \\ ROW EASEMENT'BJ/ OUNDARY p AT MAX, CALC LASTED % / J` �� 1 (AT MAX SA 'CALCULATED �( I j � CUT= J5� 11 EXIST. CLEARA, E -J20.0 E'KIST CLEARANCE / \ 1 \\\ NOW OR FORMERLY �' / G %� / AT MAX SA�c' C LCULATED�AT MAX SA,A(CALCULATED) \ 1 \\ OWN OF YARMOUTH p � i � _ / ( �� \ / i / CUT=4.0 ` CUT- 6' \` `'� 2 /EXIST. CLEARANCE= NOW OR FORMERLY K- AT MAX SAG (CALdULATED) \ TOWN T YARMOUTH �/�� EXIST! CLEARA CE=20.0 ?0' - //M?X \ 26 A / i I AT t31AX SAG (CALCULATED 20 / \\ \ \ �' / } oD �c / `\\ \ �2� / / �z { CUf=4.0' cy) 3:1 SLOPE MAX J19NF \ ���� / / `�' 2 �l \i 15,045 SF,'\,� m OSION CONTR L �\ _ % �� / '. \ ��\\ J/ LIMIT OF WORK \ / i \\ �( \ y Uj (` � y /. / J� APPROXIMATE 100 FOOT /\ \ ` % . •, �/ \ \ \ ` .1 �/ Rte`( / ' WETLANDS \ j \ l J / / U BUFFER ZONE , , / - - - - \ \ ?6 / { ✓ - \ APPROXIMATE/\200 FOOT T" RRJbEMONT AREA W 06 =O 75 1 SLOPE MAX \ w 2NOW ORF 0 / \ \ \ Ll. - V \ / \�� \ . 20 /� %� _ - - •2�' ll TOWN YARMOUTH / \' . \ \ Q Z 0 i' J j\ I \ W o= U �- 22- - '�J�i? V / \' \ C.± O w LL CL APPROXIMA 1 WELL HE?1D \\ \ _ /jam \� / / ' ( \ I\ \ Z Q 100 FOOT I EXIST. ELEVATIWETLANON=19.77\ "/ 2� / \ \ \ \ \\ Q U BUFFERDZONE / ` �� \ Z aC \ / \CD r / / \y. /.\ \ \ / ` ' / /j/ . ` (� r � / i- ROW EASEMENT BOUNDARY Z 14. /\ \ \ \ J-2'1`/ I \ \ \ \\ '� APPROXIMATE 200 FOO ��/ ( %\ 11 \\ �� \�� 1\ \\ Z \RIVERFRONT AREA a cc LU I' NOTES: 1. TOPOGRAPHICAL INFORMATION FROM A PLAN ENTITLED "TOPOGRAPHIC PLAN OF LAND, RIGHT-OF-WAY 346, CAPE COD, MASSACHUSETTS", BY NITSCH ENGINEERING, DATED DECEMBER 1, 2011, REVISED MARCH 8, 2012. ELEVATIONS REFER TO NAVD88. 2. MAXIMUM SAG CLEARANCE RECEIVED VIA EMAIL FROM EPSILON ASSOCIATES ON FEBRUARY 14, 2013. GRADING INFORMATION BASED ON A MINIMUM CLEARANCE OF 24. 3. THE PURPOSE OF THIS DRAWING IS TO SHOW THE GRADING REQUIRED TO PROVIDE THE MINIMUM CLEARANCE OF 24' BELOW THE MAXIMUM CALCULATED SAG ELEVATION. 4. CONTRACTOR SHALL COORDINATE GRADING AROUND STRUCTURES/TOWERS WITH NSUR. 5. PITCH EVENLY BETWEEN SPOT GRADES. 6. THE GENERAL CONTRACTOR SHALL BLEND NEW GRADING SMOOTHLY INTO EXISTING GRADING AT LIMITS OF GRADING. 7. ANY AREA(S) OUTSIDE OF THE LIMIT -OF -WORK THAT IS DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION/GRADE AT NO COST TO THE OWNER. B. THE CONTRACTOR SHALL COMPLY WITH MASSACHUSETTS GENERAL LAWS CHAPTER 82, SECTION 40, AS AMENDED, WHICH STATES THAT NO ONE MAY EXCAVATE IN THE COMMONWEALTH OF MASSACHUSETTS EXCEPT IN AN EMERGENCY WITHOUT 72 HOURS NOTICE, EXCLUSIVE OF SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS, TO NATURAL GAS PIPELINE COMPANIES, AND MUNICIPAL UTILITY DEPARTMENTS THAT SUPPLY GAS, ELECTRICITY, TELEPHONE, OR CABLE TELEVISION SERVICE IN OR TO THE CITY OR TOWN WHERE THE EXCAVATION IS TO BE MADE. THE CONTRACTOR SHALL CALL "DIG SAFE" AT 1 -888 -DIG -SAFE. 9. AS DIRECTED BY NSTAR ENVIRONMENTAL OR ITS DESIGNATED ENVIRONMENTAL INSPECTOR, THE SITE CONTRACTOR SHALL INSTALL SEDIMENTATION / EROSION CONTROLS ALONG THE SLOPES OF DISTURBED AREAS. THE PURPOSE OF THE CONTROLS IS TO PREVENT AND CONTROL THE MOVEMENT OF DISTURBED SOIL AND SEDIMENT FROM WORK SITES TO ADJACENT, UNDISTURBED AREAS, AND PARTICULARLY TO WATER RESOURCES, PUBLIC ROADS AND ADJACENT PROPERTIES. ALL PROPRIETARY CONTROLS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. THESE MEASURES MAY INCLUDE BUT ARE NOT LIMITED TO STRAW WATTLES, EROSION CONTROL BLANKETS AND APPLICATION OF AN APPROPRIATE SEED MIX SUITABLE FOR UPLAND ENVIRONS AND RAPID SLOPE STABILIZATION. SEED MIX SHALL BE NEW ENGLAND EROSION CONTROL/RESTORATION MIX FOR DRY SITES. THE PROPOSED EROSION CONTROL MEASURES AND SEED MIX SHALL BE APPROVED BY NSTAR ENVIRONMENTAL BEFORE APPLICATION AND INSTALLATION. 10. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY - PRELIMINARY FLOOD INSURANCE RATE MAPS FOR THE TOWN OF YARMOUTH, MAP NUMBER 25001CO578J, DATED PRELIMINARY MAY 3, 2013 WORK WILL NOT OCCUR WITHIN THE SPECIAL FLOOD HAZARD AREA (BORDERING LAND SUBJECT TO FLOODING), ZONE AE, BASE FLOOD ELEVATION 10 FEET NAVD 88 LOCATED EAST OF THE PROPOSED WORK LIMITS. 11. WETLAND RESOURCE AREAS DEPICTED ON THE DRAWINGS WERE DELINEATED AND LOCATED VIA GPS -SURVEY BY EPSILON ASSOCIATES, INC. ON BEHALF OF NSTAR ELECTRIC. LEGEND G. - PARCEL BOUNDARY NITSCH fBOJECT # 9645 200 FOOT RIVERFRONT AREA - - 100 FOOT WETLANDS BUFFER ZONE I' = 20' EDGE OF RIGHT OF WAY ------------ LIMIT OF WORK 5 PROPOSED CONTOUR - - _50- - - EXISTING CONTOUR #9205 70 CA _ COLD TRANSMISSION lL0 STRUCTURE, LIVE � EROSION CONTROL BARRIER K-8 WETLANDS FLAG SCALE: 1"-20' 20 10 0 20 40 Nei \ ( 0 � LOCUS PLAN SCALE: 1" = 100' 009 t�A REV. i G. REVISIONS NITSCH fBOJECT # 9645 FILE: 9645CGR. owe SCALE: I' = 20' DATE: 1. O SURVEYOR: C..7 DRAFTED BY: s LdJ CA a -� WMCC w ?� s a � } � Z CO Z T t�A REV. i COMMENTS I DATE REVISIONS NITSCH fBOJECT # 9645 FILE: 9645CGR. owe SCALE: I' = 20' DATE: 01/08/14 PROJECT MANAGER: SAB SURVEYOR: DRAFTED BY: CDH CHECKED BY: JEG SHEET: C � i OF REV.