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Home My WebLink About05-003 DEF. SUBD. PROFILE REV. 5-5-174C 3E 3z W LOW PC LOW POI PVI PVI 24 20 16 12 no z DA TUM ELEV 0.00 EXISTING CL GRADES PROPOSED CL GRADES 05-003 Scale.- 4• 1- v 1 J I /'1 - `r -r / / . J 7 PVI ELEV = 32.84 A.D. _ -3.00 A.D. = -13.00 K = 7.52 100' SIGHT DISTANCE PROVIDED 97.8' VC 3.5' EYE HEIGHT, 0.5' OBJECT HT. v zv z -u bU Z5u _I UU � LL I ' -1 - c0 50.0' VC 00 c6 - N -- rn O N 0) N 0) C14 Lr) Ki N L0 0) + to LO N to N O) N to •- r7 00 N r7 rn r7 t� N rn to r7 t,r•� O O tri O O t,r� o + ►'7 w 6i U . O PVI STA - 3+74.56 > L m m + c6 A. D. 5.90 a) LO W U w Gi K = 8.47 Cv Oo LO o / PVI ST = 3+08 10 PVI E EV = 23.0 V) U U > �I PVI TA = 2+ 7.72 A.D.= 1.10 m m 0 ELEV ['-""V'l - K = 45.45 A D. _ -5.60 K = 8.93 0.0 VC ,n 0 0011, 5 ' rn j . N PVI TA = 1+62.04 &i w U ;0000F, PVI ELEV = 17.51 O c0 LOco r1l ?4v�j A.D. = 3.6 r� d- �- = 13.89 CN Lo LO O + r� + N M N I 5 0. 0VC � to N O N • • � N v 00 + c fi N N .. 0LLJ M .. U j •• •• W( > > W CO �' U m PVI STA = 0+64.32 114T ELEV = qT STA = 13.77 PVI +09.43 ELEV = 14.57 N Oo o � > v > m > m EXISTING CENTERLINE FINE BLAC LINE ) _ W A = 0+09.93 N ELEV = 13 76 K = 33.3 0 � 7 cn U D. = 2.50 50.0 VC + � m 2.lo% E ISTING LE SIDELINE (DOTS) m EXISTING RIGHT SIDELINE (DASHED) _ 5. C' VC o c6 v >1.0% tri � 00 00 00 00 � to " � W U P OPOSED CENTERLINE GRADE (HEAVY LINE ) r7 O + U >inrp ��o • / W j W U n 4 � C/) U U / M w p U > W �j / r7 > I� d, m ++. eN- + QQ%p 3 > M > .007 1,150% D CD 6"SCH80 EQUALIZER PIPE- INVERT LEVEL AT 12 5 + STA: +22.48 ELEV: 12.50 0 O M M Ln O c6 d- I� O O `- c0 N 00 N N N c0 00 N O c6 U-) 00 O 00 00 r7 O) rn c6 � c6 N M .- d- O O 00 00 . to c0 t o c6 O c6, I� f� �- . to i� 00 O N O O • c6 d- ►� N d- 00 N d' It tet- tf� c6 I� Op 00 O NN Ci NN N NN N N NN r7 NN r7 NN �- NN U NN N .c6 �� N ►'7� r� r7� to r7� c0 r�� O I� r7� O c0 r�� O t� O M O r7 N7 � 0+00 0+50 EXISTING c0 LEFT ►1i SIDELINE `- GRADES EXISTING RIGHT SIDELINE GRADES I +uu -1 +,Du 2+UU 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 O N `- c0 N c6 00 c6 - N -- (6 00 M O N 0) N N N N N Ki N 00 vi N N N to N O) N to •- r7 00 N r7 rn r7 t� N rn to r7 t,r•� O O tri O O t,r� ROAD PROFILE VIEW. HORIZONTAL SCALE: 1 " = 40' VERTICAL SCALE: 1 " = 4' 40 36 32 28 24 20 16 12 ps� 4 NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 3. VERTICAL DATUM IS NGVD29 FROM FEMA FIRM RMS. 4. 4" LOAM AND SEED ROAD SHOULDERS AND ALL DISTURBED AREAS. 5. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. 6. INSPECTIONS REQUIRED PER YARMOUTH SUBDIVISION REGULATIONS. 7. DWELLING SHALL HAVE A RESIDENTIAL FIRE SPRINKLER SYSTEM INSTALLED TO CODE. W z_ J O 12' FORMEDSWALES • DRIVEBLUE • SEE DETAIL •�•�•�•�I��•.............. I..... I�I�•�I�I�•�Ii►•�•�•�•;�•�I�Iiiiiiiiii ,10�1I� •I1=�=.�:_I=.1=.I� I,� 1 1 1 • 1 • 1� 1- I1� 1 - W z J H O o- .n 12" PROCESSED GRAVEL BASE 00 ELECTRIC 3/4" DENSE GRADED (3/4 PROCESS) CABLE PHONE COMPACT WITH VIBRATORY ROLLER CONDUIT O- NOTE: PROCESSED GRAVEL TO BE PLACED IN 6" LIFTS, WATER AND COMPACTED TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY MAIN THE MODIFIED PROCTOR TEST (ASTM D-1557 METHOD D) PROCESSED GRAVEL TO MEET MDPW SPEC. M1.03.1 OR BETTER. TYPICAL SECTION THRU ROAD SCALE: 1/4" = 1'-0" ENTRANCE DETAIL PLAN VIEW SCALE: 1 "=20' PROFILE PLAN FOR DEFINITIVE SUBDIVISION PLAN OF LAND YARMOUTH PORT, MA PREPARED FOR DATE DANIEL A. OJALA, P. E. P. L. S. DAVID SWIFT DATE: MAY 3, 2005 REVISED: JULY 5, 2005 REVISED: MAY 5, 2017 Scale:1 "= 40' 0 20 40 60 80 100 FEET off 508-362-4541 fax 508-362-9880 down cape engin e ering, Inc. CIVIL ENGINEERS LAND SURVEYORS 939 main st. yarmouthport, ma 02675 05-003 SWIFT PROFILE.DWG W Z J 0 1 FORMED GRASS LINED SWALES ON EA. SIDE DRIVE _4% 14.0 2" OF 3/4" GRAVEL BLUE STONE 47 FORMED GRASS LINED SWALES ON EA. SIDE DRIVE r 6"SCH80 EQUALIZER PIPE— INVERT LEVEL AT 12.5 00 CUT END AT ANGLE TO MATCH SLOPE ELECTRIC CABLE PHONE WATER CONDUIT— 30" MIN. BURIAL MAIN 24" PROCESSED GRAVEL BASE 3/4" DENSE GRADED (3/4 PROCESS) FOR FIRST 75', THEN 12 PROCESSED THICKNESS. COMPACT WITH VIBRATORY ROLLER NOTE: PROCESSED GRAVEL TO BE PLACED IN 6" LIFTS, AND COMPACTED TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY ENTRANCE SECTION V1 THE MODIFIED PROCTOR TEST (ASTM D-1557 METHOD D) SCALE: 1/4" = 1'-0 it PROCESSED GRAVEL TO MEET MDPW SPEC. M1.03.1 OR BETTER. i JUTE NETTING \ 8"x8" x 4' LONG CCA PRESSURE TREATED LANDSCAPE TIMBER WITH V—NOTCH WEIR CHECK DAM. PI ArF Aq CHOWN ON] PI AN VIEW 2" OF 3/4" GRAVEL BLUE STONE 12" OF PROCESSED GRAVEL MDPW SPEC. M1.03.1 8 S.F. MINIMUM OF 6" TRAP ROCK DO O O LEVEL SPREADER BEYOND (ON DOWNHILL SIDE OF CHECK) V -NOTCH CHECK DAM SECTION VI W A -A SCALE 1" = 1'-0"f 1 05-003 1 ROAD \C E N 4% TO TO SHOULDERS V —IVV 1 vn unGamoM Lj16%IVI 1-'L/`%1N SCALE 1 to = 1 '-0"f TH1 DATE: 4/23/05 ENGINEER: DANIEL A. OJALA,SE 0" EL 13.0 Ap SANDY LOAM 10YR3/2 8" B SANDY LOAM 2.5Y6/6 TH2 DATE: 4/23/05 ENGINEER: DANIEL A. OJALA PLS, EIT, SE 0" EL 16.8 Ap SANDY LOAM 10YR3/2 oil I SOIL MOIST AT B OTTO M 32" EL 10.33 36" B SANDY LOAM 2.5Y6/6 EL 13.8 TH3 DATE: 4/23/05 ENGINEER: DANIEL A. OJALA PLS, EIT, SE 0" EL 30.3 Ap LOAMY SAND 10YR3/2 10" B TEST HOLE LOGS LOAMY SAND 10YR6/8 36" I I EL 27.3 V D SAVE AS MANY TREES AS FEASIBLE WITHIN THE ROAD LAYOUT V—NOTCH CHECKS TO BE PLACED IN AREAS WHERE LARGE TREES ABSENT. 18"-24" \L SPREAD 4" QUALITY SCREENED LOAM 1 2 1 & HYDROSEED & JUTE NETTING 2 2" OF 3/4" GRAVEL BLUE STONE 12" OF PROCESSED GRAVEL MDPW SPEC. M1.03.1 STAPLE JUTE NETTING J TO SURFACE OF SWALE & HYDROSEED NOTE: SWALE TRANSITIONS TO WIDER AND DEEPER SECTION AT V—NOTCH CHECKS TYPICAL SWALE. SECTION, SCALE: 1" = 1'-0" DETAIL SHEET TO ACCOMPANY P ROFILE PLAN FOR DEFINITIVE SUBDIVISION 51411-1 DANIEL A. OJALA, P.E., P.L.S. PLAN OF LAND IN YARMOUTH PORT, MA PREPARED FOR DAVID SWIFT DATE: MAY 31 2005 REVISED: JULY 5, 2005 REVISED: MAY 5, 2017 Scale: 1 "= 4.0' 0 20 40 60 80 100 FEET off 508-362-4541 fax 508-362-9880 down cape engineering, Inc. CIVIL ENGINEERS LAND SURVEYORS 939 main st. yarmouthport, ma 02675 05-003 SWIFT PROFILE.DWG