Supplemental Materials 6.2.2022 - Laserfiche WebLink

I\ ' ~ a I I 7 I ~ ~ DRIVE E ~ ~ ~S I..L o a LESTEk EX. DRIVEWAY ~P~~ - S5 GF~O• ~ rc m n ~ ~ AGE 4~ SG~~\N PO 6 ~)O6 B NV " m " C~ 1 \G 5 I p ~ W RED OC w MA R K~ a mz •'F--- 5 ~ 6 7 SG~~ F\Q~ Nl~/~(/j i o I I 5.89'5155^W ~ 360,66''-. - EX.10"SO ~ U ~ _ cARTNacE a ~ C U ET m ~ i .i 65.65' 5_5.60' _ _ - - - - 55.60' ~ ~ Sb0' _..~5. ~ ~ 45.78' ro 1 _ _ _ - s c) Q N / W J 0 0 ~ CALUMET ~ ~ _ _ _ ~ ~0 A F NOTTINGHAM 0 ~ I.L ~ i m z m z I PO 109 ~ ~\F` ' `~j w y AWBREY _ Jll ¢ ~ WATSON DRIVE I I ~ / ~ I \ / W J a z w w LL Z F PARR ~ Lk rc ED ARDS DR, I 3Di I ~ \ ~ / I Q ~ SPRING CREEK DR. = CIAIRMONT ~ / - TT m / ~S~ LL W W Q w Of LL W a vnN F ~ LOT 32 I ~ LO 1 A " W R ~ ~ ~ O o. ♦ RINCTON 1 M 2,565 S.F. ~ ~ ~ w OA AWBREY ROCK TL 110 T~,i ~ 1 ~ Ill ❑ a RADFOR P.S. P SCHO S~P~ z SCENIC I I I ' /I 1 ~ ~ ~ ~ ~ 371.DD / P KIN I ~ ~ ~ w o ~ w ~ C w T. ^ I N ~ ~ Y I I 4,516 S.F, n 4,511 S.F. 4,S1D S.F. 4,512 S.F. ,506 S.F. 4,508 BOTTOM ~ ~ ~ O ~ BROOKO N 4000 OROYAN pUBLIN ~9P~, " yKaDARE " I 1___ ~ ~ / ~ I. Z O 5 z w ~ I F- ~ W w Y r m o 0 ~ ° ~ m 51.09' 55.65' 55.6' 55.6' 55.5' ~ 55.5' N ~ N ~ X 3 a SWAIN i Z m I I I °I = a IMERICK a i ;m i~ ~ / N W F U ERiON m LOOP 2 a I I o m - ~ gRON N p o - ~ ~ ~ U m _ 3: F U z IVER o CIN ERELLA i6 ~i,l ~ l ~ O " ' L . o ~ oo ro SHED ~ L-69.3 ? , a DEAN a ~ ? ARGON ° ~ o a z I 27J~ N 28' $ • U m a " P~, SUBURBAN I NNG InDTH I o v m ~ ANE. < r , ° i0 ETE REMOVED ~ ~ li ~ a porT a u z p I I I NSION CLEARANCE 41SION CLEARANCE 2 ♦ a 350D ~ " WAKES m ~ OR. _ SPRING o ALEXANDRA MECCA Z o AMES URY \PJ' - - wr' V CREEK o z 0R _ _ - p ~ AN~iOR ANCHOR a AN HOR ~ PROPOSED 8" WATER ~ _ $ o m E _ _ w `b~ I - . , ~ - - -556^--- - ~ 33,6"Sl~-'r- a ~ --r~ - 16.19 - ~ I cv v vQP~\v I I I I ~ m, 0 0 0 0 40 0 LOT 33 I~ I I I i I I 1 ~1 i i 311.5 R=25' I X fx v I I I INV. w 0 H a0 TL 1151 ~~Q v NO SCALE I of 10 00 R=25' 11+DO ~ +fiG o 1 0 14+00 I ~ I ~ 1 I' ~ ~ ~ 2 ,I. ~~;UGHT BUSTER IJANE I ~ wl o~ I~ _'a ~ ' iF 45,-,gip - - I- - I ~ a~ ° Z ~-m ~-'~N - - _ + ~ ~ , .--tit - 6 3 ° I ~ o ~ I PROPOSED B_WVN ~ d. o ~ X DRIVEWAY ~ W R=25' / ~ " 1 IN,. - - L-=T - I I - - - I LEGEND ~ m U ~ i~ _ ~ R=2' o ~ EXISTNG MAJOR CONTOUR AND ELEVATION w _ ~ I/ \ SHED TO BE REMOVED .51\ ~ w ~ I z I ERE 0 D ~ ~ I~ N , - , Wis. - EXISTNG MINOR CONTOUR AND ELEVATION i I ~ _ 61,00' 61.04' , i ~ 61.00' ~ 67.29' ° Z ~ i3 vNva ~ N 1 -395- PROPOSED MAJOR CONTOUR AND ELEVATION I { \a 7 II ~ ~ ~ ~ g ~0\S i I 15. 29.9' I 8 ~ Ia ~ ~ ~ ro -394- E%IS11NC MINOR CONTOUR AND ELEVATION ~ 7 w z ~ ~I NSION CLEARANCE 0 0 W o 6 'o ~ a 0 0 - - - EXISTING STORM DRAIN AND SIZE _ _ _ ~ ~I NSIDN CLEARANCE rc ~ I, ~ ~ ~ 1 ~ m I 3 EX.B^W I ~ / ~ i oaw ~ I ry ~ ~ I EXISTING WATER AND SIZE I I v zr rc ~ ~ ~ a I Me' m HOUSE rc oa N 1~ 1. N ~ 56 $.F. N w. ( o I b EX. 8' WW DRIVEWAY f/ I A p od o I I ~ ' w ~ ° EXISTNG WASTEWATER AND SIZE ; ~ n HEIGHT = 22't 11 a ~ \ \4,956 $.F.. 9 ~ ~ i ~ 4,956 ~.F. / ~ o w m ' I' N x m ~ w 6,225S.F. 0 0 W W 12 S.D. l \ I m / ~ ~ m TO REMAIN 8,184 S.F. . ~ ~ ~ ~ Z ~ Z Y PROPOSED STORM DRAIN AND SIZE x , ~ ~ m ~ ! ~ n v 8° WW ~ ~ ~ Ln ? a,", 101.35' ~ 61' I ~ 61' 77.23' i o ~ -PROPOSED WASTEWATER AND SIZE LOT 53 I X~ E3 ~ ,m V 0 Z y o U N W W S O V 8" WATER I I w l I .45 a ' SHED I ~ 5 ~~J' PROPOSED WATER AND SIZE I _ _ II UGHr ~ I TO BE REMOVE I I j N I o l 1 / o, ~ PROPOSED WASTEWATER MANHOLE it 1207 I C NCR TE DRIVE ~ POLE/ ~ > i ~ - z V _ ~ B ` ~ ~ O Z 1~ PROPOSED STREET LIGHT I z 0 BE RE OVED~, ~ " I ~ ~ ~ ~ ~ PROPOSED FIRE HYDRANT I I i 29.55' I ~ ~ ~ ~ 45' ~ ~ / I I I L, ~ ~ ~ I ❑ PROPOSED WATER METER ~ ~ i 21~ I ~ .n v' a N - I i ) W.M. EXISTING WATER METER I ~ ~ ~ I ~ ~ 4 o Ir EXISTING flRE HYDRANT I ! ^ ^ 0 101.41' 61.00' 61.00' J 61.00 77.18' ~ I ~ ~ i I Z U) O Z ~ I~ ^E / 390.70' I o Z WW WASTEWATER ~ I S 89'59'32 ~ \ ' ~ a ~ - - - I J ~ LAND PARTITION PLAT N0. 94-P0597 ~ ' ~ ~ ~ ~ ~ sD STORM DRAIN r GRAPHIC SCALE PARCEL 2 _ v - F- 0 LAND PARTITION PLAT N0. 94 PD597 17-04-02-41 ~ ur ~ POTENTIAL STREET TREE LOCATION EX. DRIVEWAY ~ _ _ % PARCEL 3 n 302 30 o m :o a ~ eo I ~ 4• o UJ 17 04 02-41 ~ w ~ w LLl C) ~ PUE PUBLIC U1ILITY EASEMENT LOT 52 \ It 302 , ~ 5 VCZ WSION CLEARANCE ZONE ~ r n 120s ~ ~ ~ , / YN-Fees - - ~ 10: EXISTING TREE WITH NUMBER I I ~ ~ 1`inch X20 tt. I I ~ - - NOTES: 1. STREET LIGHTS ARE PROPOSED AS SHOWN, HEIGHT = 20't AREA SUMMARY R/W ~ R/W R/W ~ R/W 2, BUSTER LANE IS PROPOSED TO BE A PUBUC STREET, TOTAL AREA = ]9,071 S.F. 25' 25' 3. ALL FILL SHALL BE ENGINEERED FILL.. RESIDENTIAL LOTS = 56,259 S.F; 7 16,5' 23.5' T 4 4. PUBLIC IMPROVEMENTS ARE TO BE CONSTRUCTED PRIVATELY. TRACT A = 2,614 S.F. P.U.E. P.U.E. T VARIES 5.5' VARIES VARIES 14' II' } 5. THE EXISTING VEGETATION IS GRASSES, BLACKBERRIES AND TREED RIGHT-OF-WAY = 2D,138 S.F. 6' 10.5' 10.5' T 5' 1' P.U.E. E%IS11NG PAVEMENT EXISTING PAVEMENT ~ AREAS. 1 m 6. THE 511E IS LOCATED IN ZONE X . -Z- 27, 2~ 2% __IN.-.SAWCUT _ _ 3_%._~ _ _ ~ m w 7. NO OTHER CONTIGUOUS PROPERTY IS OWNED BY THE CURRENT OWNER. ~~~`~T"'-' 8. THE STREET TREE AGREEMENT NMLL BE DETERMINED AT A LATER DATE + ' ~ EXISTING SURFACE 0 9. THE SITE 15 FENCED. ALL BUILDING LOTS SHALL BE FENCED ALONG THE EXISTING GROUND 5' SIDEWALK 6 OF LEVEL 2 - 1 2' DE SE A.C. I 0 UFTS OVER 12' SIDE AND REAR YARDS. CURB & GUTTER CURB & GUTTER 5' SIDEWALK PER PLAN / N N TW OF 6" OF LEVEL 2 - 1/2" DENSE A.C,1N TWO PER PLAN 3/4" - 0" AGGREGATE J 6 10, CITY BENCH MARK RR0901; ELEVATION = 392.66 (NAW 1988). LIFTS OVER 12° OF 3/4" - 0" AGGREGATE CURB & GUTTER J ~ v 11. PRIVATE STORM DRAINAGE WLL BE ACCOMPLISHED 1HROUGH THE BUSTER LANE (LOCAL STREETS d Z BUILDING PERMIT PROCESS. 12. THE NEAREST TRANSIT FACILITY IS LOCATED ON THE THE SOUTHWEST TYPICAL ECTION - 40' RIGHT-OF-WAY - ~ ~ S DUBLIN AVE STA. 11f36.70 11+89.29 (LOCAL STREETS p CORNER OF RIVER ROAD AND DEAN AVE. ND SCALE ~ ~ W ~ a 13. NO BUILDING, STRUCTURE TREE OR OTHER OBSTRUC110N SHALL BE TYPICAL SECTION - 50 RIGHT-OF-WAY w a PLACED OR LOCATED ON OR IN A PUBLIC UTLITY EASEMENT. 374,5 TOP NO SCALE ~ Z U m 14. NSION CLEARANCE REQUIREMENTS, CONSISTENT WTH EC9.6780, SHALL 314.5 TOP Jj ] - o s DF WALL BE REVIEWED DURING THE DEVELOPMENT OF INDIVDUAL LOTS. OF WALL VARIES Pi 00 Q ~ ~ rn r~ 15. INDIVIDUAL LOTS SHALL BE PLANTED AND IRRIGATED BY THE HOME CLASS 5D RIPRAP, TDP OF ~ NOTE: W ~ z ~ ROCK BELOW PIPE INVERT. ROCK e > ~ W p BUILDER. TO BE A MINIMUM OF B" THICK 374.5 TOP ~ ~ CONTRACTOR TO PROVIDE DETAIL ~ ~ n ui 16. ALL BUILDING PERMIT APPLICATIONS WILL BE SUBJECT TO THE SOLAR OF WAU ~ 71 f TTO AND MANUFACNRER'S RIW 45, ~ R/W ~ ~ - M m SETBACK REQUIREMENTS BEGINNING AT EC 9.2795 AT THE TIME OF BUILDING ~ 3 .00 BO M 12" STORM DRAIN SPECIFICAl10NS FOR THE POND °w ~ ~ ~ PERMIT SUBMITTAL. SEE WRITTEN STATEMENT FOR ADDI110NAL INFORMATION. CREATE 6" HIGH PERIMETER _ ~ WALL AS A PART OF THE 485' 16.5' a U w SUBMITTALS PRIOR TO SCHEDULING " W 17. ALL PROPOSED PUBLIC STREETS ARE CLASSIFlED AS LOCAL ROCK CHECK DAM ALONG RIP 5' MIN. ,jj z t 18, THE SITE WAS SURVEYED AND NO POTION OF THE SITE WAS STEEPER RAP APRON BLOCK WALL v p~ THE PRECONSTRUCIIDN MEETING.. T T 5' 6' 10.5' S I 12' OF TOP SOIL MIN. NQ 0 a ~ THAN 2D%, POND BOTTOM 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING DR IN ADDI110N TO THE CROWING MEDIUM, AT THE BASE P.U.E.. 9' 10.5' 6' 19. 1HE NEAREST FIRE HYDRANT IS DN DUBUN DR., 30 FEET WEST OF THE ~J77$ OF THE POND SHALL BE A MINIMUM OF 12 INCHES THICK. EXISTING PAVEMENT EXISTING PAVEMENT SITE. lN~ ~~1' 20 FUTURE U1ILITIES LL COMPLY WITH EC 9.6775. 2. THE BASE OF THE POND SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NAl1VE SOIL, r_ _MIN__. _SA_WC_UT _ q_ W _ _ ...........................T......_.-._..._. y 21. EACH TREE DESIGNATED FOR REMOVAL SHALL BE REPLACED AT A RA110 LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOG) IN THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM ~ ~ ~ ~ ' -T - - BRED PROf~, p ~r OF 0,20 I,E., 40-SO% ORGANIC MATTER. IF THE GROWNG MEDIUM ODES NOT CONFORM TO 1HIS MINIMUM FOC REGISTERED ~ q'N OF ONE (1) TREE FOR EACH ONE (1) 1REE REMOVED. RI!- 16A~ A~~O11I ~liTAIL REQUIREMENT THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO 1HE REQUIRED GROWNG MEDIUM. PROFESSIONAL 5' SIDEWALK EXISTING SURFACE ~ GiNg `Tb~ I 22, REQUIRED REPLACEMENT TREES SHALL DE PLANTED (AND INSPECTED 8Y LAND SURVEYOR PER PLAN t8 ~ THE CITY PRIOR TO ISSUANCE OF OCCUPANCY PERMITS FOR DWELLINGS ON NO SCALE EQUAL NUMBER Of PLANTS FOR EACH ZONE SPADED ONE FOOT ON CENTER OVER THE ENTIRE FACILITY 6" OF LEVEL 2 - 1/2" DENSE A.C. IN TWO LIF15 OVER 12" OF CURB & GUTTER 3/4" - 4" AGGREGATE 0 G EACH LOT. ZONE A y J 23. ALL LOTS ARE CONSIDERED SOLAR LOTS. ~Q CARER OBNUPTA 4" POTS 41D" EA OREGON DUBLIN AVE. STA. 10->t-00 - 10f62.22 /LOCAL STREET) yONr FPS' rh _[r JULY 15, 2003 l / JUNCUS PATENS 4 POTS 410" EA. TED C. BAKER TYPICAL SECTION - 45' RIGHT- OF-WAY EXPIRES DEC. 31, 2023 S L S W2488 INFILTRATION DETENTION POND DETAIL RENEWS: 12-31-2023 NO SCALE 24-CHAPMAN LOAM SOIL GROUP B ~ SHEET ~ QF 2 25-CHAPMAN URBAN LAND COMPLEX SOIL GROUP B NO SCALE