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HomeMy WebLinkAboutPlan, Tentative APPLICANT 8/23/2018REFERENCES HIGH BANKS RANCH RECORDED LANE COUNTY SURVEYORS OFFICE R1 LAND PARTITION PLAT NO.2001-P147.9, COUNTY SURVEY FILEDATE: CSF NO. A REPEAT OF PARCEL 1 OF LPPN 2001-P1479 COUNTY CLERK NO. 37092, REX A. BETZ, 2001 SE 1/4, SECTION 28, TOWNSHIP 17 SOUTH, RANGE 2 WEST, W.M. BY. FILE DATE R2 25.00' PRIVATE ACCESS AND PRIVATE UTILITIES EASEMENT SPRINGFIELD, LANE COUNTY, OREGON c PER INSTRUMENT NO. 2018- DATE OF SURVEY: JULY 03, 2017 oQ'o 2669 , N . -� h 8' CITY LIMITS/ UGB 70.000 TAX MAP: 17-02-28-00 PARCEL 2 OF LAND P ARTOTPONI � "\ 26.00'PLAT NO. 20001-PI4 9 DETAIL A $ASIS TAX LOT: 103 NOT TO SCALE � W 70,00, ® $, /?6° , S X500,; W 6GS pE� 1 8 �� p �,W 40.68' M M 9 V LOT I o 70. 00 0 E 62j_ )RI S 76056, P-4 tn 8,869 SF 65_F;gA t Op " E iR1 Q Q � �• c CORNER JESSE M. S89°53'36"W ) BFE = 495.6 Ute, LOT 2 N 70'00 MANN DLC NO. 74 1.56' (15.41'L'� NGVD'29 (Rl) p o K, (RI) i 9,240 SF '� SCALE 1" = 40' , M LOT 3 M 70.00, \ S0°03'46"E (R2) 47.91'(R2) _ 0 9,240 SF0 7p• p0, -moo o LOT 4 ry ' 25.00' PRIVATE ACCESS N �' 2669 p? E. ar 9,240 SF "� a 9 Via' AND PRIVATEMENT PER R2 I _U, o LOT 5 `� 0 9,240 SF .`? © i 25.00' PRIVATE cdr c ACCESS AND y e4 c; o W LOT 6 ri ! 12.50 Gr Ery �, iv 7 © PRIVATE UTILITIES o Op► Z 9,240 SF EASEMENT z 70 ©lj -,. , c 9 2440 SF ."�, LOT 8 (SEE DETAIL B) c- 14,048 SF i i - 1:4 f/.. CN 0.60-, 7 N 12.50' "-•. o i i i �. 08-68,0 5g •�2' O'nAtj SET 5/8" X 30" REBAR a 13'C TOT�,.00—,,, p UES Z r� -�. 4646'WITH 1-1/2" ALUMINUM cn 4 o o S6 pp„ CL Cl (R2) p• E. '`-,� _ CAP MARKED "EGR & '`- N76°S(, �� 7U.00 -•. i o a N 76° , i i � ASSOC.,' op tlr 57g S8, _ % rn Q wrn i R= 50.00' S8,. ^' G 7Q ; r e4 LOT 18 y�`/'� ,,,4 46► �5 (� _ p0 i �'� L=47.75' © o Sp 31,19, �AN o 7 \ INITIAL POINT 23.69' i i CH= S270i 7'23"W 4,663 SF w 4 0 o LOT 17 0 _ �^ .. 00' �" c°V' $I•S2' SW CORNER DAVID ' 45.95' e' 5,077 SF /a a' ' - © w °� _' o SO. 00 4059 F ,,�,- ` ~ ` MCNUTT DLC NO. 75 (RI) I `D SI a N 700+� �•C�06 (TOTAL) ti S89o53�36�'W 42.24' i i CL C2 (R2) j � 41 LOT 16 P. J y i {N 89 5444 E 42.23 )Rl Cl��, 'i A= 54042'38" 41�", 1 `�20 , 5 077 SF q a i ` c� i ; 20.00 i , 39 40.00f 00 ' o LOT 15 W o ` X0.00' N RE-ENTRANT CORNER i) i R= 50.00 7 43 ..,/ D, 20,00, er 4 501 SF `"- `v ' rx L= 47.74' JESSE M. MANN DLC NO. 1 00' 39 ti o c °� iy '�- SCI, �) `T I �U.E 3s 07, c°�� �� LOT 14 o X01-, ` = (SEE DETAIL A) W w w CH= S27° 17'33"W 3s ©7, �r� 0 4,501 SF c LOT I3 q o --,.SOF i i �0 �, 0 45.95' � o SET 5/8" X 30" REBAR SEE DETAIL C 43 9,-•, ` '� M 4,501 SF oo LOT 12 �� c --�Sq $0,� �`�'c, o ! o I ' o °� g o WITH 1-1/2" ALUM T1vUM FOR PUBLIC SIGHT SO.0 "+ ar 4,501 SF _ c i n n SECONDARY EMERGENCY +� VISION CLEARANCE 00'"'`" M o LOTH c i '"' ACCESS EASEMENT i Z CAP MARKED EGR & o �, er 4,501 SF =� `7EA ASSOC." EASEMENTS ON o Sp CION .. - - _ °� q LOT 10 a' - --�� DEDICATED HEREON LOT 16 AND LOT 17 -�- N76°561001 y Sp 0� .,�' 7 0p' r% © 4,501 SF i y i -�`�. -dam S 76°S6'00 - 20.54f LEGEND f o _ (s28.78V 1 57881, �.,� , -E. LOTS i _i o E(RI) 0 FOUND 5/8" REBAR WITH YELLOW PLASTIC CAP `c '� � N7 ° 0.pp, 0 6,301 SF i � 15.39' Rl DETAIL B 6 S6' ► ,,, i eq Z, BFE = 4959 MARKED "BRANCH ENGINEERING" PER Rl, OR AS NOTED 00 ''(p,1) SQ•O©,-�. ri i NGVD'29 (RI) NOT TO SCALE g FOUND 1-112" IRON PIPE AS NOTED��I BA Spp� ,,,� '- ( SECONDARY EMERGENCY DETAIL C �SACCESS EASEMENT NOT TO SCALE X76°56'Op��W i i ® 5/8" x 30" REBAR WITH OPC MARKED "EGR & ASSOC.", oAD 8 p S0 I ` i (SEE DETAIL B) 4.pp► SCE UNLESS OTHERWISE NOTED - TO BE POST MONUMENTED SCE O SET 5/8" x 30" REBAR WITH OPC MARKED "EGR & ASSOC." NOTES AND RESTRICTIONS �� BENCHMARK ll 00, 0rLOT 4CALCULATED POINT (SEE DESCRIPTION�1. NO BUILDING, STRUCTURE, TREES, SHRUBBERY OR OTHER OBSTRUCTION ON THIS SHEET)SHALL BE PLACED OR LOCATED ON OR 1N A PUBLIC UTILITY EASEMENT.(XXX) RECORD DATA PER REFERENCE AS NOTED, -' -- '� LOT 17 S EQUALS MEASURED UNLESS OTHERWISE NOTED 2. NO SCREEN OR OTHER PHYSICAL OBSTRUCTION IS PERMITTED BETWEEN 2.5 EGI'S7ERAND 8 FEET ABOVE THE ESTABLISHED HEIGHT OF CURB IN THE PUBLIC SIGHT PROFESSI�jMOPC ORANGE PLASTIC CAP VISION CLEARANCE EASEMENTS SHOWN HEREON. LINE TABLE LAND SU OR C) ''`C'' � P.U.E.PUBLIC UTILITY EASEMENT BASE FLOOD ELEVATIONS LINE # BEARING DISTANCE DLC DONATION LAND CLAIM BASED ON FEMA FLOOD INSURANCE RATE MAP 41039C1166F WITH EFFECTIVE Gtn ON SCE 01 0 DATE OF JUNE 2, 1999 A PORTION OF THE LANDS PLATTED HEREON IS IN ZONE AE L1 S31056'00"E 21.31 14.2003` 4.12' SCE o WITH BASE FLOOD ELEVATIONS RANGING FROM 495.6 NGVD'29 ALONG THE WEST L2 S58004'00"W 16.97 N76°S6, BFE BASE FLOOD ELEVATION 55524 ERICKSa 00" PLAT LINE TO 495.9 NGVD 29 ALONG THE EAST PLAT LINE AS NOTED AND SHOWN L3 S31056'00"E 16.97 pip . �_ %1 g 412, SCE PUBLIC SIGHT VISION CLEARANCE EASEMENT ON LAND PARTITION PLAT NUMBER 2001-P1479. L4 S58004'00"W 21.31 FLOOD ELEVATION BENCHMARK LPPN LAND PARTITION PLAT NUMBER LANE COUNTY RIVER TRAVERSE VERTICAL CONTROL STATION "RT 7941970" EGR W Associates, Inc. ® FLOOD ELEVATION BENCHMARK BEING A BRASS CAP SET IN CONCRETE AND HAVING AN ELEVATION OF 502.175 CURVE TABLE (SEE BENCHMARK DESCRIPTION) NGVD'29 AS PER LANE COUNTY RECORDS, WHICH POINT LIES SOUTH 27°53' EAST — Engineers, Geologists, and Surveyors CITY OF SPRINGFIELD PLANNING ACTION NO. TYP 217-00010 10.0 FEET FROM THE SOUTHEAST CORNER OF LOT 9 OF THIS SUBDIVISION PLAT CURVE # LENGTH DELTA RADIUS CHORD ASSESSORS MAP: 17-02-28-00 TAX LOT: 102 AS SHOWN HEREON. 2535B Prairie Road (541) 688-8322 PLOTTER: HP DESIGN JET T2530 INK: HP 727 MEDIA: 36# BOND RIJB24-36 CI 13.70 26009138" 30.00 S1300815511E 13.58' SHEET 1 OF 2 Eugene, Oregon 97402 Fax (541) 688-8087 oto Received U 6 23 2011 bWy--c- orininil SubMi al_ tq OWNERS DECLARATION KNOW ALL PERSONS BY THESE PRESENTS THAT HIGH BANKS RANCH LIMITED PARTNERSHIP, AND CREDIT CONCEPTS INC 401K PLAN FBO EUGENE C. ALBERT ARE THE OWNERS OF THE PROPERTY DESCRIBED HEREON AND DO HEREBY LAYOUT AND SUBDIVIDE THE SAME AS SHOWN ON THIS PLAT IN ACCORDANCE WITH OREGON REVISED STATUTES CHAPTER 92, AND (1) DO HEREBY DEDICATE TO THE PUBLIC: (A) GOSHAWK LANE AS SHOWN HEREON FOR STREET PURPOSES; (B) THE 7.00' PUBLIC UTILITY EASEMENTS THAT LIE WITHIN THE LOTS 1-18 AND WITHIN TRACT "A" AS SHOWN HEREON; (C) THE SECONDARY EMERGENCY VEHICLE ACCESS EASEMENT THAT LIES IN LOT 9; AND (D) THE FOUR PUBLIC SIGHT VISION CLEARANCE EASEMENTS THAT AFFECT LOTS 16 AND 17 AS SHOWN HEREON; (2) DO HEREBY ACKNOWLEDGE THE CREATION OF TRACT "A" AS SHOWN HEREON FOR STORMWATER DRAINAGE PURPOSES FOR THE BENEFIT OF THE PLATTED LOTS (3) DO HEREBY ACKNOWLEDGE THE FOLLOWING EXISTING EASEMENTS OF RECORD: (A) THE 25.00' PRIVATE ACCESS AND PRIVATE UTILITIES EASEMENT AS PER RECEPTION NUMBER 2018- OF LANE COUNTY OREGON DEED RECORDS THAT IS FOR THE BENEFIT OF PARCEL 2 OF LAND PARTITION PLAT NUMBER 2001-P1479 AND RUNS NEAR THE EAST LINES OF THE LANDS PLATTED HEREON. HIGH BANKS RANCH LIMITED PARTNERSHIP BY: BLAKE R. HASTINGS, GENERAL PARTNER HIGH BANKS RANCH LIMITED PARTNERSHIP BY: KATHRYN I. HASTINGS, GENERAL PARTNER CREDIT CONCEPTS INC 401K PLAN FBO EUGENE C. ALBERT BY: EUGENE C. ALBERT APPROVALS AND ACCEPTANCES CITY OF SPRINGFIELD PLANNING DIRECTOR LANE COUNTY ASSESSOR LANE COUNTY BOARD OF COMMISSIONERS CITY OF SPRINGFIELD PLANNING ACTION NO. TYP 217-00010 ASSESSORS MAP: 17-02-28-00 TAX LOT: 102 PLOTTER: HP DESIGN JET 72530 INK: HP 727 MEDIA: 36# BOND RIJB24-36 DATE DATE A REPLAT OF PARCEL 1 OF LPPN 2001-P 1479 SE 1/4, SECTION 28, TOWNSHIP 17 SOUTH, RANGE 2 WEST, W.M. SPRINGFIELD, LANE COUNTY, OREGON DATE OF SURVEY: JULY 03, 2017 ACKNOWLEDGEMENT STATE OF OREGON ) )SS COUNTY OF LANE } ON THIS DAY OF , 20, PERSONALLY APPEARED BLAKE R. HASTINGS AND KATHRYN I. HASTINGS AS GENERAL PARTNERS OF HIGH BANKS RANCH LINHTED PARTNERSHIP AND ACKNOWLEDGED THE FOREGOING INSTRUMENT TO BE A VOLUNTARY ACT AND DEED. WITNESSED BY ME THIS DAY AND YEAR LAST ABOVE WRITTEN. NOTARY PUBLIC FOR OREGON (SIGNATURE) NOTARY PRINTED NAME COMMISSION EXPIRES: (WRITE OUT IN FULL) COMMISSION NUMBER: STATE OF OREGON } )SS COUNTY OF LANE ) ON THIS DAY OF , 20-__, PERSONALLY APPEARED EUGENE C. ALBERT WHO APPEARED AS SECRETARY OF CREDIT CONCEPTS INC 401K PLAN FBO EUGENE C. ALBERT AND ACKNOWLEDGED THE FOREGOING INSTRUMENT TO BE A VOLUNTARY ACT AND DEED. WITNESSED BY ME THIS DAY AND YEAR LAST ABOVE WRITTEN. NOTARY PUBLIC FOR OREGON (SIGNATURE) NOTARY PRINTED NAME COMMISSION EXPIRES: (WRITE OUT IN FULL) COMMISSION NUMBER: POST-MONUMENTATION CERTIFICATE: I, RYAN M. ERICKSON, A REGISTERED LAND SURVEYOR IN THE STATE OF OREGON, DO HEREBY CERTIFY THAT THOSE MONUMENTS SHOWN HEREON TO BE POST-MONUMENTED WILL BE MONUMENTED WITHIN SIXTY (60) CALENDAR DAYS FOLLOWING THE COMPLETION OF STREET AND UTILITY IMPROVEMENTS, BUT NO LATER THAN ONE (1) YEAR FROM THE FILING DATE OF THIS PLAT, WHICHEVER OCCURS FIRST. RYAN M. ERICKSON, PLS 55524 DATE POST-MONUMENTATION NOTES: POST-MONUMENTATION OF THOSE MONUMENTS SHOWN HEREON TO BE POST-MONUMENTED DATE WAS COMPLETED ON THE DAY OF , 20 AS INDICATED ON AN AFFIDAVIT FILED 20 AT RECEPTION NUMBER 20 - IN LANE COUNTY OREGON DEED RECORDS. RECORDED DATE: COUNTY CLERK BY: SURVEYOR'S CERTIFICATE LANE COUNTY SURVEYORS OFFICE CSF NO. FILE DATE I, RYAN M. ERICKSON, A REGISTERED LAND SURVEYOR IN THE STATE OF OREGON, DO HEREBY CERTIFY THAT (1) THE INITIAL POINT AS SHOWN HEREON 1S MARKED BY A 1-1/2" IRON PIPE THAT MARKS THE SOUTHWEST CORNER OF DAVID MCNUTT DONATION LAND CLAIM NUMBER 75 IN TOWNSHIP 17 SOUTH RANGE 2 WEST OF THE WILLAMETTE MERIDIAN AND ALSO MARKS THE SOUTHEAST CORNER OF LOT 8 AS PLATTED HEREON; AND (2) THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE FOLLOWING DESCRIBED PROPERTY: SITUATED IN THE SOUTHEAST 1/4 OF SECTION 28 IN TOWNSHIP 17 SOUTH, RANGE 2 WEST OF THE WILLAMETTE MERIDIAN IN THE CITY OF SPRINGFIELD, LANE COUNTY, OREGON AND DESCRIBED AS FOLLOWS: BEING ALL OF PARCEL 1 OF LAND PARTITION PLAT NUMBER 2001-P1479 AS RECORDED JUNE 25, 2001 AT RECEPTION NUMBER 2001-038521 IN LANE COUNTY OREGON DEED RECORDS. SURVEYOR'S NARRATIVE THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE PROPERTY INTO EIGHTEEN (18) LOTS, AND ONE TRACT AS SHOWN HEREON. THE BOUNDARY OF THE PROPERTY WAS PREVIOUSLY SURVEYED AND MONUMENTED BY REX A. BETZ AS SHOWN ON LAND PARTITION PLAT NUMBER 2001-P1479 AS RECORDED JUNE 25, 2001 IN LANE COUNTY OREGON DEED RECORDS. ALL PERIMETER CORNER MONUMENTS WERE FOUND AND ACCEPTED AS MARKING THEIR RESPECTIVE CORNERS. BEARINGS AND DISTANCES BETWEEN THOSE MONUMENTS WERE CALCULATED BY INVERSE. THE BEARING "NORTH 76056'00" WEST" BETWEEN THE FOUND MONUMENTS THAT MARK THE NORTH LINE OF PARCEL 1 OF AFORECALLED LAND PARTITION PLAT NUMBER 2001-P1479 WAS HELD FOR THE BASIS OF BEARINGS AS SHOWN HEREON. THE INTERIOR LOT CORNERS WERE SET AT THE DIRECTION OF THE OWNER IN CONFORMANCE WITH THE APPROVED PRELIMINARY PLAN. NOTES AND RESTRICTIONS 2 0 H NO BUILDINGS, STRUCTURES, TREES, SHRUBBERY OR OTHER OBSTRUCTION SHALL BE PLACED OR LOCATED ON OR IN A PUBLIC UTILITY EASEMENT. THE SUBDIVISION IS SUBJECT TO THE CONDITIONS OF APPROVAL PER CITY OF SPRINGFIELD FILE NUMBERS TYP 217-00010. NO SCREEN OR OTHER PHYSICAL OBSTRUCTION IS PERMITTED BETWEEN 2.5 AND 8 FEET ABOVE THE ESTABLISHED HEIGHT OF CURB IN THE PUBLIC SIGHT VISION CLEARANCE EASEMENTS SHOWN HEREON. THE PROPERTY SHOWN HEREON IS SUBJECT TO A BLANKET EASEMENT BENEFITTING MCKENZIE DISTRICT IMPROVEMENT COMPANY NO.2 FOR BANK PROTECTION AND CHANNEL IMPROVEMENT RECORDED JUNE 28, 1961 IN REEL 17561D AT RECEPTION NUMBER 36343, LANE COUNTY OREGON DEED RECORDS. F)\Q, "41 m m 2_ AUG2 3 2018 Original Submiftal GR & .Associates, Inc. Engineers, Geologists, and Surveyors 2535E Prairie Road SHEET 2 OF 2 Eugene, Oregon 97402 (541) 688-8322 Fax (541) 688-8087 Cf -t5 TENTATIVE U DIVISI LAN ® EXISTING CONDITIONS FOR 00HIGH BANKS RANCH ESTATES IN� A REPLAT OF PARCEL F LPPN 2001-P1 1 0 C 479 SE 1/4, SECTION 28, TOWNSHIP 17 SOUTH, RANGE 2 WEST, oOF THE WILLAMETTE MERIDIAN SPRINGFIELD, LANE COUNTY, OREGON DATE OF SURVEY: o Io I � � � S ,6°56 pp,► E 6 27• 0 -- rci Nkkv 170228-�:.,.,, TL 1700 170228 TL 1600 % 170228 TL1500 170228 TL1400 �17022 / -- �- -_ L1300 � 170228 � TL 1200 J I 170228 TL1 100 170228 VV VV SITE c SITE ADDRESS: PROJECT COORDINATOR: SURVEYOR: ENGINEER: I N/A JED TRUETT, AICP RYAN M. ERICKSON, PLS SCOTT MORRIS METRO PLANNING, INC. EGR & ASSOCIATES, INC A& 0 ENGINEERING, LLC PROPERTY OWNER: 370 Q STREET 2535 B PRAIRIE ROAD 386 Q STREET i` W CREDIT CONCEPTS INC 401k PLAN FBO SPRINGFIELD, OREGON 97477 EUGENE, OREGON 97402 SPRINGFIELD, OR 97477 EUGENE C. ALBERT 541-302-9830 541-688-8322 FAX: 541-688-8087 541-302-9790 220 W 7TH AVENUE EUGENE, OR 97401 PROPERTY APPLICANT/DEVELOPER: HIGH BANKS RANCH LIMITED PARTNERSHIP 525 HARLOW ROAD SPRINGFIELD, OR 97477 ASSESSORS MAP: 47-02-28-00 TAX LOT: 402 � PLOTTER: HP DESIGN JET 430 INK: HP 54640A MEDIA: 36#BOND RIJB2436 is CITY LIMITS/ UGB TL 1000 P d SCALE V = 30' N 0°3'30" 17.52' N 003'30" W 17.61' Q r l//40 W JV cam/ �/ 01) _/ JcV y m 0 170227 -TL 901 N a 1 8 53'36"W_444 4' EXISTING 25' PRIVATE 0 �g1 • ACCESS EASEMENT PER Q INSTRUMENT NO. 2001-038522 z z 0 .� a w O � N 0 cz i -4 — ® CQ .�--- 17023311 TL180 �''�� �- � 17023311 TL184 I 1T 18511 0 541-302-9830 metroplanning.com VICINITY MAP NOT TO SCALE NOTES: 1. SUBJECT PROPERTY IS IDENTIFIED AS ASSESSOR'S MAP 17-02-28, TAX LOT 102. 2. WATER LINES ARE EXISTING AND PROVIDED BY SPRINGFIELD UTILITY BOARD (SUB). 3. WASTEWATER AND STORMWATER LINES LOCATED IN HIGH BANKS ROAD ARE PUBLIC. 4. UNDERGROUND UTILITIES SHOWN HEREON ARE AS MARKED PER AS-BUILTS. WE DO NOT GUARANTEE THIS MAP SHOWS ALL UNDERGROUND UTILITIES. 5. SUBJECT PROPERTY IS ZONED LDR (LOW DENSITY RESIDENTIAL). 6. THE NEAREST BUS STOPS ARE ON 58TH STREET NEAR THE INTERSECTION WITH THURSTON ROAD AND SERVED BY LTD ROUTE 11. 7, THIS PROPERTY FRONTS HIGH BANKS ROAD, AN EAST -WEST STREET. TWO NEW PUBLIC STREETS ARE PROPOSED; AN EAST -WEST STREET AND A NORTH -SOUTH STREET. 8. CONTOUR DATA BASED ON LIDAR DATA OBTAINED FROM OREGON DOGAM I. 9. TOTAL DEVELOPMENT SITE IS 3.85 ACRES. TOTAL AREA OF PROPOSED PUBLIC RIGHT-OF-WAYS IS 0.86 ACRES. 10, THERE ARE NO EXISTING TREES 5" IN DIAMETER ARE GREATER ON THE SUBJECT PROPERTY. 11. SOIL TYPES ON THE SUBJECT PROPERTY ARE CLOQUATO SILT LOAM (MAP UNIT NO. 29), CHAPMAN-URBAN LAND COMPLEX (MAP UNIT NO. 25), AND NEWBERG LOAM (MAP UNIT NO. 96). 12. THE NEAREST FIRE HYDRANT IS LOCATED APPROXIMATELY 13. SUBJECT PROPERTY IS LOCATED IN ZONES AE AND X ON FEMA FIRM MAP NO.41039C1166F. 14. DEVELOPMENT SITE IS LOCATED OUTSIDE OF THE 99 -YEAR TIME OF TRAVEL ZONE (ZONE OF CONCENTRATION). NO TIME OF TRAVEL ZONE BOUNDARIES INTERSECT THE SUBJECT PROPERTY. 0\rtv10.q Make Ivkccsi�n s pcj 10 �- l Date Received 1.G, 23 29118 Original Submittal `�m Nt, ERICK! 55524 7 & Associates, IC. Engineers, Geologists, and Surveyors 2535E Prairie Road (541) 688-8322 Eugene, Oregon 97402 Fax (541) 688-8087 I ! Ld of {I I I I LJ I o 17022843 TL 100 r r r r gN� r r r VES H 101 (SW) 10" FL IN (NE) 18" FL IN (SE)=494.46 18" FL OUT (NW)=494. RIM ELEV.-498.38 0 170228 TL1600 170228 TL1500 1 WW _ 8" _ f'RATITIV["_ T UPIUMT) PROPOSED FLOW DIRECTION S=0.50% PROPOSED SLOPE CI CURB INLET EX EXISTING EX GR EXISTING GROUND NO STRIP AREA \ 170228—TL 103 CITY LIMITS AND \ URBAN GROWTH BOUNDARY \ \ DRAINAGE AGGREGATE I OPEN JOINT AT 50 FT. CENTERS DRAIN DETAIL SCALE: NONE CAP UNIT ADHERES TO TOP UNIT W/VERSA-LOK CONCRETE ADHESIVE VERSA-LOK STANDARD MODULAR CONCRETE UNITS VERSA-LOK STANDARD MODULAR CONCRETE UNITS SOLID PIPE DAYLIGHT AT FOOT OF WALL MATCH FINISH LOT GRADE VIII .�N' I GRANULAR LEVELING PAD MIN. 6" THICK GROWING MEDIA SOIL 12" DEEP DRAINAGE AGGREGATE 12" THICK MIN. 4" PERFORATED DRAIN PIPE OUTLET @ 50' CENTERS TYPICAL SECTION—UNREINFORCED RETAINING WALL SCALE: NONE -IT IRON FENCE WITH 2 T SWING GATES BY - NOT A PART OF PLANS. 170227 TL 901 497.60 TW DRIVEWAY TO BE CONSTRUCTED UNDER SEPARATE PERMIT 1.20 FG 25 FG 17 TW A SEPARAI E PERMIT.5 �( TC _ �\ )Vl-.JL CA orr '��- , �' • �� 502.50 EX BW TIE INTO ISTING GRAVEL \ aye 17023311 ( � a� / ��\\ TL 180 % �e 17 02 331 1 TL184 17023311 TL185 ' w ww W---- _ » I I II !co 8 WW _ _ Lo 1 SCALE 1 "-30' OO PAVING CONSTRUCTION NOTES 16. CONST 12" OF %"-0 CRUSHED ROCK ALL-WEATHER ACCESS ROAD. SUBGRADE TO BE PROOF ROLLED PRIOR TO ROCK PLACEMENT. SOFT SPOTS SHALL BE OVER EXCAVATED AT A MINIMUM OF 8" AND REPLACED WITH GEOTEXTILE FABRIC (LINQ GTF OR EQUIVALENT) AND 4"-O CRUSHED ROCK. COORDINATE PROOF ROLL WITH PROJECT ENGINEER. 17. CONST 6" CONCRETE OVER 2" CRUSHED ROCK. LEGEND — — • — 1 / VGGo BOUNDARY �EX CI 501 _ EXISTING CONTOURS TL1300 18" FL OUT (NW)=495.23 _ - GAS - - EXISTING TC=499.37 - H2O ( � WATER MAIN 170.228 � EXISTING FIRE HYDRANT > r -- O ❑W TL 1200 # WATER METER - OHE - - EXISTING OVERHEAD ELECTRIC .N i 170228 EXISTING UTILITY POLE EXISTING TL1 100 Qo = - —w PHONE PEDESTAL 5W 170'd MAIL BOX C> co a - EXISTING WASTEWATER SYSTEM TL1C •�J N EXISTING STORM DRAINAGE SYSTEM Q-- 8"WW WW PROPOSED WASTEWATER SYSTEM FG FINISH GRADE V 8"ww _ I - 500 - - - EXISTING INDEX CONTOURS �_ WW _ - ---` EXISTING HP HIGH POINT - WW LP LOW POINT EARTHWORK VOLUMES = ww TC TOP FACE OF CURB CUT 472 CUBIC YARDS Ww FILL 2,231 CUBIC YARDS _WW TW TOP OF WALL FILL (NET) 1,759 CUBIC YARDS DRAINAGE AGGREGATE I OPEN JOINT AT 50 FT. CENTERS DRAIN DETAIL SCALE: NONE CAP UNIT ADHERES TO TOP UNIT W/VERSA-LOK CONCRETE ADHESIVE VERSA-LOK STANDARD MODULAR CONCRETE UNITS VERSA-LOK STANDARD MODULAR CONCRETE UNITS SOLID PIPE DAYLIGHT AT FOOT OF WALL MATCH FINISH LOT GRADE VIII .�N' I GRANULAR LEVELING PAD MIN. 6" THICK GROWING MEDIA SOIL 12" DEEP DRAINAGE AGGREGATE 12" THICK MIN. 4" PERFORATED DRAIN PIPE OUTLET @ 50' CENTERS TYPICAL SECTION—UNREINFORCED RETAINING WALL SCALE: NONE -IT IRON FENCE WITH 2 T SWING GATES BY - NOT A PART OF PLANS. 170227 TL 901 497.60 TW DRIVEWAY TO BE CONSTRUCTED UNDER SEPARATE PERMIT 1.20 FG 25 FG 17 TW A SEPARAI E PERMIT.5 �( TC _ �\ )Vl-.JL CA orr '��- , �' • �� 502.50 EX BW TIE INTO ISTING GRAVEL \ aye 17023311 ( � a� / ��\\ TL 180 % �e 17 02 331 1 TL184 17023311 TL185 ' w ww W---- _ » I I II !co 8 WW _ _ Lo 1 SCALE 1 "-30' OO PAVING CONSTRUCTION NOTES 16. CONST 12" OF %"-0 CRUSHED ROCK ALL-WEATHER ACCESS ROAD. SUBGRADE TO BE PROOF ROLLED PRIOR TO ROCK PLACEMENT. SOFT SPOTS SHALL BE OVER EXCAVATED AT A MINIMUM OF 8" AND REPLACED WITH GEOTEXTILE FABRIC (LINQ GTF OR EQUIVALENT) AND 4"-O CRUSHED ROCK. COORDINATE PROOF ROLL WITH PROJECT ENGINEER. 17. CONST 6" CONCRETE OVER 2" CRUSHED ROCK. LEGEND — — • — EXISTING BOUNDARY 500 EXISTING CONTOURS EXISTING CURB & GUTTER - GAS - - EXISTING GAS LINE - H2O - - EXISTING WATER MAIN EXISTING FIRE HYDRANT > r -- O ❑W EXISTING WATER METER - OHE - - EXISTING OVERHEAD ELECTRIC .N i -E- EXISTING UTILITY POLE EXISTING STREET LIGHT Qo © EXISTING PHONE PEDESTAL 5W EXISTING MAIL BOX C> co a - EXISTING WASTEWATER SYSTEM 23 •�J N EXISTING STORM DRAINAGE SYSTEM Q-- 8"WW PROPOSED WASTEWATER SYSTEM �— 12"ST PROPOSED STORM DRAINAGE SYSTEM - 500 - - - EXISTING INDEX CONTOURS - 500 - _ - ---` EXISTING INTERMEDIATE CONTOURS 1. IF ROADWAY CONSTRUCTION TAKES PLACE DURING WINTER WEATHER CONDITIONS, ROADWAY STRUCTURE SHALL MEET SPECIFICATIONS OUTLINED ON CITY STD. DWG 3-12. REFER TO SHEET C-5.1. 2. REFER TO SHEET C-4.1 FOR STREETLIGHT DETAIL AND SIGNS. 3. LENGTHS, AREAS, AND QUANTITIES SHOWN ARE FOR REFERENCE ONLY AND NOT INTENDED TO BE USED FOR BID PURPOSES. CONTRACTOR SHALL VERIFY ALL QUANTITIES. 4. RETAINING WALL TO BE CONSTRUCTED UNDER SEPARATE PERMIT. 5. HIGH BANKS RANCH ESTATES IS LOCATED IN ZONE AE, A AND X5 ON FIRM MAP 41039C1166 F. BASE FLOOD ELEVATION VARIES FROM 495.6 AT THE WEST LIMIT OF THE SITE TO 495.9 AT THE EAST LIMIT OF THE SITE (NGD 1929). 6. ALL LIVING SPACES FINISH FLOOR ELEVATIONS SHALL BE A MINIMUM OF 1.0 FEET ABOVE BASE FLOOD ELEVATION. -Go nc� Q 1 aw> ovlcv cl_y �aY-e VIIS ®ate sceid AU13 2 original Submittal_ _ bo O > r -- O �y zz) v t= N • �c�, =:> r.'; O .N i O M o Lu o Qo �w�o or z Z C� C> co a - � 23 •�J o �x 20 �W w O �y zz) v Qo � 23 •�J N