10524 HOLLY DR Utility Plans 2024-12-04

Know what's below. Call before you dig. UTILITY CONFLICT NOTE:- CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 550 540 530 525 Ro 49 F_ SW 114, NE 114, SEC. 23, T.28 N., R.4 E., W.M. I CITY OF EVERETT, WASHINGTON �1 ley b �% �ti Q Quo I_f^-:�_ - o .,tip ► s h \ <V .iq 81 CB#I ¢ W THRU C B INL ;; �� ,� ` h°` Q��, AV 9+50 L.00 K=40 L 6.5 CB#4 _ TYPE 2 4870 ... (PER OE STD DWG 4A)=- :. °. \ I C�, CB#2 4: •.: . TBs� W/THRU CURB INLET 1 1 ,•,: ..s s•• 5 Q LOW PT. STA: 10+41.71 0 o PVI STA: 11 +50.Inn 0 LOW PT ELEV: 540.46 o � PVI ELE • 546.06 N o � PVI STA: 10+60.00 0 K: 8.40 + U� PVI ELEV. • 540.25 o LVC: 0.00 00 114- K. 6.71 `�' d- + � •"'+- �v �U o� LVC: 50.00 �� U m CIO m co U W U m (n U > L�J m 0 o C/L OF RW U U CID m 0.50% O + N + N N o � p O o o Q ec- U � �- zoo PROPOSED GRADE o o o0 cc 6' ®C/L OF RW � LU •Sts9 m Z0- _1d �2• J N O CB 5 STA:12+53.61, 12.88' L R,1�4F;3� R 35 O 0.54X(AB) 56 SDR 35 O 0.69x(AB 1€sTvin 17 IA' Alm 12SD R a � 1. , NRIM:546.29 (AS) IE 12- CPP(E)=542.94(A9) IE 12 CPP(S)=542.89(A9) B 6 CB 3 -� CB 4 TYPE 2-48 "0 STA:10+92.71, 12.64' L STA:12+53.70, 12.98' R at STA:11 +59.83, 11.63 L " €� �� z• e� /.i n" i►� �T �•1..� ', CB 1 W RU CURB INLET o Fe " " STA:10+41.70, 13.55' R O RIM:546.23 (AB) " RIM:541.94 (AB) E 12" CPP(�Y)=543.63(AB) " IE 12" CPP(N)=535.24(A9) RIM:545 60 (AB) IE 12" CPP(S)=535.24(AB) RIM:540.21 (AB) IE 12" CPP(N)=540.40(AB) IE 120 CPP(W)=535.81(A8) c, 4„ N IE 12" CPP(W)=534.90(A8) IE 12" CPP(S)=534.90(A6) CB 2 WITHRU CURB INLET STA:10+41.71, 13.58 L N z o " x RM540.25 (AB) IE 12" CPP(N)=535.63(AB) "^ "^ i ^ Z^ "^ IE 12" CPP(E)=535.630B) co 00 CN 00 . co 00 0. LO N N � �i- � N dN- v �I- L Ln Ln �n In L 13+50 13+00 12+50 12+00 11 +50 11 +00 PUBLIC ROAD PROFILE HORIZ. SCALE: 1 "=30' VERT. SCALE: 1 "=3' 10+50 10+00 SCALE: I " = 30' 30 15 0 30 60 R/W RECORD DRAWING This Record Drawing has been prepared, in part, based on "As -Built" information provided by others. Though the as -built information and this drawing are based on the best available information., no presumption should be made regarding the drawing's accuracy. Jim Knappert 07/29/2024 Permit Inspector 60' PUBLIC ROAD 29' 550 5'f 6' S 14, IF 14, 5" 6' 5'f SIDEWALK PLANTER PLANTER SIDEWALK 0.5' CURB 0.5' 2 Oq CURB 2.Oq y 4" MIN CSBC `/�\ \\ 4" MIN CSBC CEMENT CONCRETE CURB AND SIDEWALK PER COE 3" HMA CL 1 /2 . PG 64-22 STD. DWG 312 3" ATB 4" CRUSHED SURFACING BASE COURSE 1 PUBLIC ROAD/TRACT 99S (SE'CTIONA-A) (AB) C3.1 NOT TO SCALE DESIGN SPEED = 35 MPH TYPICAL DRIVE AISLE - URBAN AREA (PER COE STD DWG 302) 540 530 525 NOTE ALL CATCH BASINS ARE TYPE-1 PER COE STD DWG 402 UNLESS OTHERWISE SPECIFIED. 9+50 R/W