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HomeMy WebLinkAboutS-292308cv► Wa J J N I y7Z� J �---� z r, < < c �•- z z ° m . �— N � o Wa J J N I y7Z� J �---� O C4 Ix �•- !" m . N � o c� Z 1J' / o t N 8 cl- � m CL W CL ca Z N N Z la] Z Q W C? a � U � L.L-j n� i..L G W Z Q 0 Of 15 0 0 W < U CL d Gn at d a W _J W s J)3 a 3 xONC c LO Lr� _tZ NN C '�`` G o V J a Z W Z tn F- Wa J J N I QIIIII�I� R y7Z� J Ix Q o � o c� Z o � N � m U W ca Z N N W F la] Z Q N C? a off© G S 15 0 W < d a W _J W p Q Or c m C G QIIIII�I� R o � z � m U n r � � W qck Q N off© S 15 0 W d W _J W NF-41-4-:111S-110 H 3 ;A 7t ACST qw ii r I ICE �r- T _ f SS ' • E + r • . lir'i *'- �..,_ _" i "` —` 4;3 +00 ' ; 44 +�Gi ' • D ; a s . NE S T . 14y_ ,.. ► �. -- -SSMH 7- -f-- - orb ,� • _ tai - - _T._ TG STA. 44+92.50. 17.59 LT' ► STA. 45 +6Q 8.X 17.52 L T 1 ' � F; : 'C�ff PA 443 .�— G a — G � —. * C ____� � C —• ~' AN c—PoAN • p ' STA. 46+91.08, .20- tE 428 25 (E, W) J2+ 1 94 4 YV NS A W NE ; G z1a —FIM 443.5 aJT 45 +00.00 AfE 47h4 ST,; ► ` +�2 0" !L" 433.30 ou LAI SCALE- 1 m - 40 �� II 21 I- - - -- �-, - - -- 1 I i I 50, ROW N` _ — -- I i 8 Ct f" —OUT - - -- I I I 00 1NM2pEC7XW. I 30+3& 43 L PONS A W NE I 22 I ip 'It 654-0b.00 ACCESS ROAD[ t i I! LOTS 8 -11, 24 -27 - i ,r { I { 1 0+11 + -- - ---- -____ 1 I-- - - - - -, r L_ - - - -- { 6 2 - — -- f TA.I 30 +30.78, 5.00' LT I ` J -'� \' 24 i I. 25 1 10' U nu.N Q STAMP NOT VALID UNLESS SIGNED AND DATED W wto 40407 — Opp sj i "LIMITS� (7�V-) i ' ACT 6'"1&1 ; (OPEN SPACE /LANDSCAPE) i�=� ;�I 127 I 2 CW MOM 60' ROW' 7-A � � I 7-f t O I 130CW REMAINDER OF WORK 4. r TO BE COMPLETED WITH , h 1 � • THE CONS7RUCTION OF W THE SIENNA PROJECT { r, i 30.cw i q` 4 4,4 INTERSECTION: �� �•r_ `� 25 +39.94 L PONS A W NE = 4 +99.44 NE 3RD ST ( �— ---- 'Al /1100. ji 1vc _Wu � i = REMAINDER OF Nt'aRK 75 +00.00 ACCESS ROAD TO BE COMPLETED WITH_ THE CONS7RUC770N OF THE SIENNA PROXCT , NE 3rd ST x SSMH 2 -, { STA. 8 +63.21, 9.61 x _..... - mmm — -- t 10+00.00 NE 3RD Sr = \ 15+00.09 MORGAN A VE NE /J I ON Tr v WY SS S; , No law I I,, .- t . s � 4 . s p -s- • • of ME: ± ' • ' • : TRACT F (ROW DEDICA RON) t -_ • Z - ! ?308 7DE SEWER- MIN. (TYP.) ( ' : I ° ( W17HIN THE PARAMETERS USTED BELOW, THESE ARE REVISIONS TO � � THE APPROVED PLANS FOR CONSTRUCTION AND REFLECT EXISTING I `� �'. '•;: •:.: ;� ({ FIELD COND17701VS AS OF JANUARY 23, 2002. THE HORIZONTAL POS177ON '3 ( OF MANHOL ,.% CATCH SAS fNSy AND SIDE SERVICE STUB MARKERS f '• ({ WI THIN 7HE PROPOSED RIGHT-OF-WAY Y WHI " CH VARY MORE THAN - - - - - '.:.' :: t • ((' FEET FROND DESIGN LOCATION BASED ON A VISUAL VERIFICA 7701V OF FEA TURES OBSERVABLE FROM 7HE SURFACE, HAVE ' { BEEN REVISED ON THESE PLANS~ THE AS- CONSTRUCTED TOP AND W VER7 � I 60. W ELEVA 770NS WERE DERIVED BY FIELD VERTICAL PROFILE TIED TO THE �., I �.:::.::• :.:::.:.:::.:.::1 (� PROJECT BENCHMARK AS SHOWN ON 7HE APPROVED PLAN SET. THE REVISED SLOPES BETWEEN STRUCTURES ARE CALCULATED BASED ON 7H E AS CONSTRUCTED INVERT ELEVATIONS AND MAY OR MAY NOT REFLECT �� I • �,; :- :.:.: : �� THE ACTUAL SLOPE OF THE INSTALLED PIPE. PETERSON CONSULTING t ENGINEERS DOES NOT CERTIFY THE ACCURACY OF 7HE INFORMA 770N SUPPLIED BY THE CONTRACTOR, EVEN IF SUCH INFORMA 7701V IS ��:� .� ... •. • . •..I {{ INCORPORATED IN THESE PLANS. EX. WA TER _.�.. IN 770N. 11+60.97 NE 3RD ST = +00 OVILI A VE NE RoW - -- -- + `"``'. :. , .:. . ,: RECOMMENDED FOR APPROVAL •�4.... BY DA TE' TRACT A r EX. s�'H1•P7 -- — 14 ` STA. 11+63.00, 4.00' RT BY DA TE: (LANDSCAPE) RIM 438.78 8" rE 430.81 (/N) 8" T 4,10, 71 (nu r•) BY DATE• II CM. CHANNEL lE 4.30.42 I ! B Y DA TE: C% SCANNtu NOV • 7 2003 4 0