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HomeMy WebLinkAboutExisting Conditions EXISTING CONDITIONS , SURVEY FOR = oN ME BLAYDEN SUBDIVISION co '�RR T �/ W LOCATED IN THE NE 1/4 OF •i z SECTION 28 T.4N., R.1W., B.M. z MERIDIAN, ADA COUNTY, IDAHO = Z 2023 a IRRIGATION ii�L ■ � z_ BOX UJ w TOP=2534.30' ::II W Z 12"RCP(S)INV-2528.53' IRRIGATION BOX W :5 TOP-2537.24' z W 36"RCP SOUTH & WEST 9 W. CHINDEN BLVD. z o M - __ ___ S89'24'50"E 1307.08' _ - - --- -_ - _ _ _ E 1/16 N89'25'49"W W. CHINDEN BLVD. ___ __ _ W mco 695.33' 611.75' - -- --- • --- - - - _ - - _- _ ___ _ � - w 1307.40' T- - - - - - _ _ _ _ _ _ IRRIGATION BOX IRRIGATION BOX r O I --- - -- S.28 2 � - l+I IRRIGATION BOX a I � TOP=2537.34' ♦ + � ;� I TOP=2534.02' - - - - - - _ • TOP=2536.24' " N89 25 20 W I 36"RCP NORTH V v m M of 12"RCP(S)INV-2530.57' o o0 BENCHMARK 00 24"RCP(E)INV=2531.44' 32"RCP(E)TOP=2532.54' 24"RCP N INV-2528.68' M 6"RCP SINV=2531.94' 1142.27 o I ( ) CHISELED 'X' IN BACK OF SIDEWALK to ( ) II 12"RCP(S)TOP=2532.64' S89'25'20"E18" VC INV=2534.00' r: EP- Z P I 12"RCP INV-2530.76' - - ELEV(NAVD88)=2535.60' Z 16"RCP INV-2533.57' 12"RCP INV-2533.37' 24"RCP(W�oP=2532.54' _ _ _ UP- _EP _EP _ - _ _ _ _ _ O 150.009 _ ��� rEP- E EP - -- - - - - - EP__\- - - -- - - --- - - _18_'PVCINV=2534.38' iFNC - TD - -- - - - - - - - - -0= - - - - - - - - - - - - � 99.92'� - - LTJ� - - - - - - -r -_- - - -_ �_ __- _ _ _ _ _ _ _ 200 00 530 46' _ _ _ ---------- - - - - - - - - TU - I ------------------- - - - U - - - - - - - ---- - - - - - - - - - - - - - - - - - IRRI IN X -------------------------- -------- ------------- G c ---------- - ------------ - --- ------ -- - - - �_�_�- ------ , ---- ----------- G __ Tom-- _ --- --� ------------- - - - - - -� ----" ---------------c--� G -----�--_ ----- G G � P(E7TOP 2533.27�� � \ - ------x -x - ;F- - 5--- ------ - -» �----------- ------I, nczz nr r �--------------------- ------------------------------- [�l� mu -' (2)PVC RISERS / / - \ / \ I1�B �� E7�7' --------------- ----------- i IRRIGATION BOX I TOP=2538.70' I O�TF OF 1 / FOUNTAIN / I�I I \ / III 18"RCP(W)INV=2530.69' q�ID A B / \ / NO'39'27"E I / / - w \ / IIII / SEWER MANHOLE \ II I / o RIM-2540.21' CHECKED BY: 260.57' v I I // //�� IIII \\ / v v (0 // IIII I INV-2521.82' DAVID A. BAILEY P.E. GR / II� I�, �/ \ - - - - - - - \ 3 I IIIII II o DRAWN BY: o_ IIIIIII DAB/DES -2534 - - / / >FLA III I - - rn I / / OLE - - ' \ // II 1 1 \\ N o IIIIII SO'33'05"W \ ----- \ / / L-----I I 2536 IIIIII 290.09' ���]` Illml IIIIIII 630CAT RD ACK II l \ �jLI� ���1T S � IIII �Ia IIII i_TOP- .55, nT 11 I I, �R7 Trrr7�, IIII 1111`I / J J' SHOP /I I it) PI INV=2536 95' I IIIIIII 12"P INV-2537.35' HOUSE � ,' II d� - - - - - - - - � \ III / I \ I 1 �R�Rulu�u�� ,� ✓ � 1111 _ s \ I \ N89'18'6.00 A \I I / L---/ 111 / I IIII I ' III I PTIC Tl NK I III \ / AREA UNDER CONSTRUCTION I II ��dC6"Pvc v RTICAL " S89'25'50"E 5215 W CHINDEN BLVD / III a S89'25 49 E 150.00 I\ /, DROP w \ ° III • 594.43' r \ \ 0.6' w \ / I �s - - - I P 2'I j� o TRUCTURE a 1 [[ p U \ - J/� \� / / ' i I�I I I ✓ T�j Tj�� V / \\ // \\III \� �� �- x-- x -- -- 04 36, 1 - - - - - / H - - - - - - - - - - - II I I T�� I�f J� 40.00' - - - - � I - 2s3s x _\ x x - - x- - � II I° -7 �7HOUSE I I TTr1TT1 w I HORSE WATER VALVE "H\ ECR I 1 �� r© IJ JlU1 W / A / 365755 s.f. / 8.40 a.c. NO'41'50"E I �11 \� �/ LUHR SUBDIVISION r co x / / II d I Q o da �7 7R LOTS 5, 6 AND 7 1 // I I I I I m 328.66 �I I 1 - - - _ - \ ✓ GARAGE BLOCK 1 _ III �V A x / 1 i I IIII zl EP EP UNPLfiTTL'D T TI / \ �1.5" RISER N \ 1 y \ I ow I I �� \ 6055 N BLACK \ \ 1 / I III I 1 GARAGE �i I A\\` I x' CAT RD I \ I / � of I ✓ ,, 1 � 3 � / A I I � I I w ( 2»STL PIPE RISER N IIII I I ✓ it \ o J I NO'29'04"E \ \ I III I: 1 1 -L-L� J 412.59 I I J � / II � I I. N I I1 '�I SHED / �1 \ / III I x I III DROP / I\ III da kROP / I I / x / / / I I 1 I DRo 2. / I - � do � / \ I°' \ °� � ' � x x x x x x I I 1 1 I 3"STL PIPE RISERG o O P P cP / - -/O ( \ \ / / -2538- - _ - - x I�I \\ _ / / / \ \ 1 SHED EDR a EDR EDR EDR / - - - - - _ - - // IIII I - - - _ �T / / x x \`-.I • C2 I x / `\ \ I I I I DROP /� - _ - - - - 03- - - -2537aa�- - - �G� - - dam - - - - - - - - / /� \2S / \ \ /i / \ I � x x x x�- 7 1 SEWER MANHOLE - - - - - - - - -------------------- ---=-=- �\ / II x vrn /I o I 1 RIM=2542.41' -2537 = �- - - - -- - -_n - - - -2536- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - 2' W.C. I \ 4"PVC INV=2535..33'� N N89'23'46"W- �l1 IIII I \ 0III x I x00 x (0 �/ -:,co�CO i I O I INV=2521.00' 60"IRRIGATION STRUCTURE 628.63 �I W I I N \ III x z W TOP=2536.91' IIII / 1\ \ II / X N W. RAMBLIN CT. 4"PVC PIPE SOUTH, INVERT NOT ACCESSIBLE NO'36'01"E IIII / \\ II L D xl .10 � / p V / 1 110.38' IIII IIIII / - I III x IIIII IIIII - - - - I\ I\ I�x aG� w IT�I x -z I Z_ " \��1 / / ' /2539 Q i / DROP o SHEDK N89 23 38 W / / I � I11 �11II1 �I � - - - - - , _ _ _ / x l \ \ + - -54.32' e a�3 x x w=z _ __ - - - - -I- - - - - -T _-___- / / _ � \ \ x L_��RX - _- 3- a�3 x -� N89'17'56"W -�� \ a \ W �---•�"-'�i. ,i� -e i i r�s �� e ��.\ � z ��- -�- -BD.L =` `��-- � EG 33.00' 16"CMP INV=2537.19' III \ CONCRETE DITCH / J --------- _ 265.27' -- -= = - .80,-=__ _ - z���� � _-- - _ I,� F_ ------------------- - L------_---149 ___�_ _ _ ------- - J --------- -- ----- ----- ----- - --- -------- _ -445 11 - - - - - -\ a 16"CMP INV=2537.72' I - - - _ / �\ / ,I - - N_ p N89'1 T56"W \ \ � � - - - - �111' 1 I � ----- ---- d - - - - - / IVi \ / ,o- - - IIIII I -------- ___\-----------�2539,\ I�o I I > 415.79' o 1 o.o' I II I I N89'17'56"W --- _ \ `� \ ' III W o 10.0, v - AV 1111i 1 o.o' I 860.18' �v \I II � vAI II � w l l Z I ` o I / I r ill I II� I z V II i �x x x x x x x� -x x x x� I \ I I04 I ' I / I 1 \ III 11 III IW W I� III i I � IIIIII i _ I I � � I II p l 1 Z 0 o w1� I I I I Ijllll I I II I a I z R I I I I V I N -2 .EWER MANHOLE I \ I III I I -- RIM=2541.33' (n 1r INV=2520.61' tl , CURVE TABLE I I� i I I ilfl =I I - - I I h l o I V / CURVE RADIUS LENGTH CHORD DIST. CHORD BRG. DELTA I III II IIIIII! o ^ 1/ c1 20.00 31.46 28.31 S45.32'43"W 90.07'18" 5120 W LARRY LN /I III i 5000 W LARRY LN I ;IIIII W i I 6045 N BLACK \ III I z �I I II 1 CAT RD vI C2 135.00 57.87 57.43 S73'07'02"E 24'33'34" I 711 I / I�i LO on,i I i� ,h 1 LLI o I STORAGE o.o'i e 1- 1 COMPTON'S SUBDIVISION NO.2 I I I COMPTON'S SUBDIVISION NO.2 �7 T�1 i I III i I "hVC INV-2540.04' I r•illl i I II� -1 1 1 II 1 vc INv=254o.18' c4lII Ni II j �✓--- - I I �l I\I w III IIII �I I - \ \ P; -------Chi I \ III L.L � v - - - � � � / MP III �_ / \ �1 gip_ I 39 38' O � / I III OI I \ \ x -TT�%- \ (O�1 N I / IIII NI I / \ �I �SHOP� / �O IP 3 47' O / hh I I IIII O I / _ ✓_1_1_� _JI � I� o � � J I' x - -x/ x x x x x x III NI \ / / \2SRo / \_ - X x FpF III �� 6„CMP INV-2539.63' _ � I ECR �7,1 x I III I 6"cMP INS ".(8`9P III 111111 I i o , I I _l I I 1 GARAGE IIJI I w 1I1 III I F- I Z , � / \ / III I I - - - yllll111 a II 1 ✓_1� -�---I\ oC0 / x^I / III I I ;I\ IIIII IIII I U I O W L---� I 7'7-T T \\ III V \ �1rI/ I I 1�' I U I I i � I �l � IyIIII I IR ' � I �II x x x HOUSE II { w \ 11 /f � 9 III h 1 J Lj I Ili DROP IIIII L ✓ I IIII IIII , m ' / 7 / �- / IIII I \ OUSR / /� 1� 1I IIIII �-�i r \ / IIII I � \ / I I i7 Iz_� IIII I w 1� �iIIIIII IIIII z 11 / III i li v xSTORAGE IIIII II \ _ - - - -I /� I �IJill IIII111 II I / III I I IIIIII i\ 1 I IIII11I1313w i _IIII V 1 WELL NOT I 11i11�1 I T� S89'30'56"E GREEN HOUSE II I / LOCATED �R I Ix 1 N w F x 7 7 l I IIIIII 1 / _ �\ I IT 33.00' 1 I A ✓�� 1 \ co 'R- - \\J \ IIII l , ( IIIIIII I - - - - -� - - - - - - - - - - - - - / 0 1 \ / I I O J------------------ L --- ----- - ' I eJ / I L - -r - ---- - - T ---- --- -- - _ / 1I \ I _.415.0 -x--- I� - - - SEWER MANHOLE RIM-2542.19' (INV-2520.13' n/ d3 -dam - d3 IZ - 7\ I 2540- DROP rn W DATE: 03-18-2023 PROJECT: C2020-009 60 0 30 60 120 SHEET SCALE IN FEET 1"=60' rPP � 5